JP2002097791A - Form support metal - Google Patents

Form support metal

Info

Publication number
JP2002097791A
JP2002097791A JP2000292290A JP2000292290A JP2002097791A JP 2002097791 A JP2002097791 A JP 2002097791A JP 2000292290 A JP2000292290 A JP 2000292290A JP 2000292290 A JP2000292290 A JP 2000292290A JP 2002097791 A JP2002097791 A JP 2002097791A
Authority
JP
Japan
Prior art keywords
screw shaft
form support
support member
base
formwork
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
JP2000292290A
Other languages
Japanese (ja)
Inventor
Tatsuo Isobe
龍雄 礒辺
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.)
ISOBEGUMI KK
Original Assignee
ISOBEGUMI KK
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 ISOBEGUMI KK filed Critical ISOBEGUMI KK
Priority to JP2000292290A priority Critical patent/JP2002097791A/en
Publication of JP2002097791A publication Critical patent/JP2002097791A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a form support metal capable of disposing a form to be erected inside in a mat foundation in the state of suspending the form easily and precisely over a planned ceiling surface of a base. SOLUTION: A form support member 6 provided with a form positioning support 5 at both ends of the upper face of the flat plate is screwed into the screw shaft 4 erected on the upper face of a ground plate 3. Vertical installation position is freely adjustable by rotating the form support member 6.

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】この発明は、木造建物におけ
るコンクリートのベタ基礎を構築する際に、ベースと立
ち上がりを一体に形成するために使用する型枠支持金物
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a formwork support used for integrally forming a base and a rise when constructing a solid solid foundation for a wooden building.

【0002】[0002]

【従来の技術】従来、コンクリートのベタ基礎は、掘削
部分にベースを打設した後、その上面に型枠を組んで立
ち上がりを形成する工法が採用されていた。
2. Description of the Related Art Conventionally, a concrete solid foundation has been constructed by placing a base on an excavated portion and then assembling a formwork on an upper surface thereof to form a rise.

【0003】このようなベースと立ち上がりを別々に打
設する工法は、ベースと立ち上がりの間につなぎ目がで
き、このつなぎ目の部分から水が浸入すると共に、つな
ぎ目の強度が低下するという問題があり、このような問
題を解決するため、近年、ベースと立ち上がりを一体に
打設する工法が考えられている。
[0003] Such a construction method in which the base and the rising are separately cast has a problem that a seam is formed between the base and the rising, and water enters from the seam and the strength of the seam is reduced. In order to solve such a problem, in recent years, a construction method in which a base and a rising are integrally cast has been considered.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、ベース
と立ち上がりを一体に打設する工法の実施にあたって
は、解決しなければならない幾つかの技術的な問題があ
る。
However, there are several technical problems that must be solved in implementing the method of casting the base and the rise integrally.

【0005】例えば、ベタ基礎における内部の立ち上が
りをベースと一体に形成するには、ベースの計画天面の
上に立ち上がり用の型枠を浮かした状態で配置し、この
型枠の対向面間からコンクリートを打設し、型枠の下部
からベースの形成空間にコンクリートを流出させること
で、立ち上がりとベースを一体化するものである。
[0005] For example, in order to integrally form the rising inside of the solid foundation with the base, a rising mold is placed on the planned top surface of the base in a floating state, and the space between the opposing surfaces of the mold is set. The concrete is poured and the concrete flows out from the lower part of the formwork into the space where the base is formed, thereby integrating the rising and the base.

【0006】従って、ベースと立ち上がりを一体に打設
する工法の実施には、立ち上がり用の型枠を浮かした状
態で配置することが必要になり、型枠を浮かした配置に
するための新たな工夫が必要になる。
Therefore, in order to carry out the construction method in which the base and the rising are integrally cast, it is necessary to dispose the rising formwork in a floating state. Ingenuity is needed.

【0007】そこで、この発明の課題は、ベタ基礎にお
ける内部立ち上がり用の型枠を、簡単かつ精度よくベー
スの計画天面の上に浮かした状態で配置することができ
る型枠支持金物を提供することにある。
SUMMARY OF THE INVENTION It is an object of the present invention to provide a form supporting metal which can easily and accurately arrange a form for internal rising on a solid foundation in a state of being floated on a plan top surface of a base. It is in.

【0008】[0008]

【課題を解決するための手段】上記のような課題を解決
するため、第1の発明は、接地プレートと、この接地プ
レート上に立設した螺軸と、帯板の上面で両端部に型枠
の位置決め支持部を設けた型枠支持部材とからなり、上
記型枠支持部材の中央部に螺軸に挿通する上下方向の貫
通部を設け、この貫通部を螺軸に螺合するねじ孔に形成
した構成を採用したものである。
According to a first aspect of the present invention, there is provided a ground plate, a screw shaft erected on the ground plate, and a mold at both ends on the upper surface of the band plate. A frame support member provided with a frame positioning support portion, and a vertical through-hole that is inserted through a screw shaft is provided at a central portion of the mold support member, and a screw hole that screws the through portion to the screw shaft is provided. The structure formed in FIG.

【0009】第2の発明は、接地プレートと、この接地
プレート上に立設した螺軸と、帯板の上面で両端部に型
枠の位置決め支持部を設けた型枠支持部材と、螺軸に螺
合するナットとからなり、上記型枠支持部材の中央部に
螺軸に挿通する上下方向の貫通孔を設け、螺軸に螺合し
たナットで型枠支持部材を支持するようにした構成を採
用したものである。
According to a second aspect of the present invention, there is provided a grounding plate, a screw shaft erected on the grounding plate, a form supporting member provided with positioning support portions for the form at both ends on the upper surface of the strip, and a screw shaft. A vertical through-hole that is inserted into a screw shaft at the center of the form support member, and the form support member is supported by the nut screwed to the screw shaft. Is adopted.

【0010】ここで、上記螺軸は、予め打設した捨てコ
ンクリートの上に接地プレートを載せることで起立状に
配置し、この螺軸に型枠支持部材を取り付け、その両端
位置決め支持部で型枠を支持することにより、型枠をベ
ースの計画天面の上に浮かした状態で配置することがで
きると共に、螺軸に対する型枠支持部材の位置調整で、
捨てコンクリートの高さが違っていても、型枠の天端の
高さ位置を正確に合わせることができる。
Here, the screw shaft is placed upright by placing a grounding plate on a previously cast discarded concrete, a form support member is attached to the screw shaft, and the mold is supported by both ends positioning support portions. By supporting the frame, it is possible to arrange the form in a state of being floated on the planned top surface of the base, and by adjusting the position of the form support member with respect to the screw shaft,
Even if the height of the abandoned concrete is different, the height position of the top of the formwork can be accurately adjusted.

【0011】[0011]

【発明の実施の形態】以下、この発明の実施の形態を図
示例と共に説明する。
Embodiments of the present invention will be described below with reference to the drawings.

【0012】図1(A)は、ベタ基礎におけるベースと
立ち上がりを一体に打設する工法に使用する型枠支持金
物1の第1の例を示し、四隅に釘の打ち込み孔2を設け
た接地プレート3と、その上面中央に立設した螺軸4
と、帯状金属板の上面で両端部に型枠の位置決め支持部
5を設けた型枠支持部材6の組み合わせからなり、上記
型枠支持部材6の中央部に螺軸4に挿通する上下方向の
貫通部を設け、この貫通部を螺軸4に螺合するねじ孔7
に形成した構造になっている。
FIG. 1 (A) shows a first example of a formwork support 1 used in a construction method in which a base and a rising in a solid foundation are integrally cast, and a ground contact having nail driving holes 2 at four corners. Plate 3 and screw shaft 4 erected at the center of the upper surface
And a form support member 6 provided with form positioning support portions 5 at both ends on the upper surface of the strip-shaped metal plate, and a vertical direction through which the screw shaft 4 is inserted into the center of the form support member 6. A through hole is provided, and the through hole is screwed into the screw shaft 4.
It is a structure formed in.

【0013】上記型枠支持部材6の両端に設けた支持部
5は、帯状金属板の端部を上方へ直角に折り曲げた屈曲
片5aと、帯状金属板の上面で屈曲片5aと型枠の厚み
間隔をおいた位置に突設した内側支持片5bとで形成さ
れ、中央の位置に設けた貫通部は、この帯状金属板に螺
軸4よりも大径の孔を穿設し、帯状金属板の裏面に螺軸
4と螺合するねじ孔を有するナット8を孔と同軸心の配
置で溶接して形成されている。
The support portions 5 provided at both ends of the form supporting member 6 are bent pieces 5a obtained by bending the ends of the strip-shaped metal plate upward at right angles, and bent pieces 5a on the upper surface of the strip-shaped metal plate and the bent pieces 5a. An inner supporting piece 5b protruding at a position at a thickness interval, and a penetrating portion provided at the center position is provided with a hole having a diameter larger than the screw shaft 4 in the band-shaped metal plate. A nut 8 having a screw hole to be screwed with the screw shaft 4 is formed on the back surface of the plate by welding in a coaxial arrangement with the hole.

【0014】また、接地プレート3の上面に対する螺軸
4の立設は、接地プレート3の上面にナット9を溶接に
より固定し、このナット9に螺軸4の下端を着脱可能に
螺合して取り付けるようになっている。
In order to set the screw shaft 4 upright on the upper surface of the ground plate 3, a nut 9 is fixed to the upper surface of the ground plate 3 by welding, and the lower end of the screw shaft 4 is detachably screwed to the nut 9. It is designed to be attached.

【0015】この第1の例の型枠支持金物1において
は、螺軸4にねじ孔7を螺合することによって型枠支持
部材6を取り付け、この型枠支持部材6を回転させるこ
とにより型枠支持部材6の高さ位置を自由に調整するこ
とができることになる。
In the mold support 1 of the first example, the form support member 6 is attached by screwing a screw hole 7 to the screw shaft 4, and the form support is rotated by rotating the form support member 6. The height position of the frame support member 6 can be freely adjusted.

【0016】図1(B)は、型枠支持金物1の第2の例
を示し、接地プレート3と、その上面中央に立設した螺
軸4と、型枠支持部材6と、上記螺軸4に螺合するナッ
ト10とからなり、接地プレート3と螺軸4は前記第1
の例と同一であり、また、型枠支持部材6も前記第1の
例と略同様であるが、この型枠支持部材6は中央部に螺
軸4へ挿通する上下方向の貫通孔11を設け、螺軸4に
貫通孔11を挿通することにより、螺軸4に螺合したナ
ット10で支持されるようになっており、ナット10を
回動させることにより、型枠支持部材6の高さ位置を自
由に調整することができることになる。
FIG. 1 (B) shows a second example of the form support metal 1, which includes a ground plate 3, a screw shaft 4 erected at the center of the upper surface, a form support member 6, and the above screw shaft. 4, the ground plate 3 and the screw shaft 4
And the form support member 6 is also substantially the same as the first example. However, the form support member 6 has a through hole 11 in the vertical direction that is inserted into the screw shaft 4 at the center. The nut is screwed onto the screw shaft 4 by inserting the through-hole 11 through the screw shaft 4, and the nut 10 is rotated. The position can be freely adjusted.

【0017】なお、何れの例においても、螺軸4はベー
スの厚みよりも長く設定し、その直径は長さに比例して
太くし、型枠支持強度を確保できるようにする。
In each case, the screw shaft 4 is set to be longer than the thickness of the base, and the diameter thereof is increased in proportion to the length so that the form supporting strength can be secured.

【0018】この発明の型枠支持金物は、上記のような
構成であり、次に、この型枠支持金物1を用いたベース
と立ち上がりを一体に打設するベタ基礎の施工方法を説
明する。
The form supporting metal according to the present invention has the above-described configuration. Next, a method of constructing a solid foundation for integrally casting a base and a rise using the form supporting metal 1 will be described.

【0019】図2のように、ベタ基礎構築部分の地面を
掘削し、その底面に栗石21を敷いて捨てコンクリート
22を打設し、この捨てコンクリート22の上に地墨を
打ち、内部の立ち上がりを形成する部分において、地墨
の通り心の上に接地プレート3をセンターを合わせて型
枠を支持できる間隔に配置し、釘の打ち込み孔2の部分
でコンクリート釘を打ち込んで固定する。
As shown in FIG. 2, the ground of the solid foundation construction portion is excavated, and a stone 22 is laid on the bottom of the solid foundation 22. Is formed, the ground plate 3 is arranged on the center of the ground of the ground ink at an interval capable of supporting the formwork, and a concrete nail is driven into the nail driving hole 2 and fixed.

【0020】その後、捨てコンクリート22上に基礎用
鉄筋23を組んで配筋し、ベタ基礎の外周部において
は、ベースAから周囲立ち上がりB用の外側型枠24
と、下端がベースAの計画天面になる内側型枠25を配
置する。この内側型枠25は、基礎用鉄筋23に鉄筋2
6で溶接固定したL型の支持金物27で下端を支持する
ことにより、ベースAの計画天面に浮かした配置とな
る。
Thereafter, reinforcing steel bars 23 for the foundation are assembled and disposed on the discarded concrete 22, and the outer formwork 24 for the rising B from the base A is formed on the outer periphery of the solid foundation.
Then, the inner formwork 25 whose lower end becomes the planned top surface of the base A is arranged. The inner formwork 25 is provided with the reinforcing bar 2
By supporting the lower end with the L-shaped support hardware 27 welded and fixed at 6, the base A is placed on the planned top surface.

【0021】また、内部の立ち上がりCを形成する部分
において、先に固定した各接地プレート3のナット9に
螺軸4の下端を螺合して起立配置し、この螺軸4に型枠
支持部材6を取り付けて型枠支持金物1を組み立て、複
数の型枠支持金物1における型枠支持部材6間で両端に
設けた支持部5に内部の立ち上がり用型枠28を対向状
に載置し、対向する立ち上がり用型枠28はセパレータ
で結合する。
Further, at the portion where the internal rising C is formed, the lower end of the screw shaft 4 is screwed up to the nut 9 of each ground plate 3 previously fixed, and is arranged upright. 6, the frame supporting hardware 1 is assembled, and the internal rising frame 28 is placed on the supporting portions 5 provided at both ends between the frame supporting members 6 in the plurality of frame supporting hardware 1 so as to face each other. The opposite rising mold forms 28 are joined by a separator.

【0022】第1の例の型枠支持金物1を使用した場合
は、螺軸4に型枠支持部材6のナット8を螺合してこの
型枠支持部材6を回転させることで高さを調整し、内部
の立ち上がり用型枠28をその下端がベースAの計画天
面に合わせた状態で浮かした配置とする。
When the mold support 1 of the first example is used, the nut 8 of the form support 6 is screwed onto the screw shaft 4 and the form support 6 is rotated to increase the height. Adjustment is performed so that the internal rising formwork 28 is floated with its lower end aligned with the planned top surface of the base A.

【0023】また、第2の例の型枠支持金物1を使用し
た場合は、螺軸4にナット10を螺合した後、この螺軸
4に型枠支持部材6の貫通孔11を挿通してナット10
で型枠支持部材6を支持し、ナット10を回転させるこ
とで高さを調整し、内部の立ち上がり用型枠28をその
下端がベースAの計画天面に合わせた状態で浮かした配
置とする。
In the case where the mold supporting metal member 1 of the second example is used, a nut 10 is screwed into the screw shaft 4 and then the through hole 11 of the mold supporting member 6 is inserted into the screw shaft 4. Nut 10
To support the form support member 6 and adjust the height by rotating the nut 10 so that the internal rising formwork 28 is arranged in a floating state with its lower end aligned with the planned top surface of the base A. .

【0024】上記のように、型枠支持金物1は、型枠支
持部材6の高さが調整自在になっているので、図2
(B)のように、内部の立ち上がり用型枠28を複数の
型枠支持金物1で支持して、各型枠支持部材6の高さを
調整することにより、捨てコンクリート22の表面に高
さの違う部分があっても、内部の立ち上がり用型枠28
の天端を水平に合わせることができる。
As described above, since the height of the form supporting member 6 of the form supporting metal member 1 is adjustable, as shown in FIG.
As shown in (B), by supporting the internal rising formwork 28 with a plurality of formwork support hardware 1 and adjusting the height of each formwork support member 6, the height of the surface of the discarded concrete 22 is increased. Even if there is a different part, the internal rising formwork 28
Can be aligned horizontally.

【0025】なお、何れの例の場合も、型枠支持部材6
の高さ調整後に、螺軸4に別のナットをダブルナット状
に螺合して型枠支持部材6を上面側から締めつけ固定
し、型枠支持部材6を上方に移動しないよう固定化する
ようにする。
In each case, the form support member 6
After the height adjustment, another nut is screwed into the screw shaft 4 in a double nut shape, and the form support member 6 is tightened and fixed from the upper surface side so that the form support member 6 is fixed so as not to move upward. To

【0026】また、型枠支持部材6は、内部の立ち上が
り用型枠28を支持した状態で、支持部5の屈曲片5a
を内側に向けて屈曲させ、内部の立ち上がり用型枠28
の下部を挟み込むように固持することにより、内部の立
ち上がり用型枠28の浮き上がり発生を防止するように
するとよい。したがって、型枠支持部材6は、支持部5
における屈曲片5aが折り曲げ可能な強度になってい
る。
Further, the form supporting member 6 holds the bent piece 5a of the supporting portion 5 in a state of supporting the internal rising form 28.
Is bent inward, and the internal rising formwork 28
By holding the lower portion of the mold so as to sandwich it, it is preferable to prevent the rise of the rising frame 28 inside. Therefore, the form supporting member 6 is supported by the supporting portion 5.
The bending piece 5a has a strength that can be bent.

【0027】上記のようにして型枠の組み立てが完了す
ると、立ち上がり用型枠24、25と28、28内にコ
ンクリートを打設する。コンクリートは型枠内からベー
スA部分へと流れ、立ち上がり用型枠24、25と2
8、28の天端にまでコンクリートを充填すると、ベー
スA部分のコンクリート不足部分に上からコンクリート
をベースAの計画天面に合うよう補充する。
When the assembling of the formwork is completed as described above, concrete is poured into the rising formwork 24, 25, 28, 28. The concrete flows from the inside of the formwork to the base A, and the rising formwork 24, 25 and 2
When the concrete is filled up to the tops of 8, 28, concrete is replenished from above to fill the insufficient portion of the base A with the planned top surface of the base A.

【0028】このようにして打設したコンクリートの凝
固後に型枠解体すれば、ベースAと立ち上がりB、Cが
一体となるベタ基礎が完成することになる。
If the formwork is dismantled after the concrete poured in this way is solidified, a solid foundation in which the base A and the risers B and C are integrated is completed.

【0029】[0029]

【発明の効果】以上のように、この発明によると、接地
プレート上に立設した螺軸に型枠支持部材を取り付け、
この型枠支持部材の取り付け高さ位置を調整自在とした
ので、ベタ基礎における内部立ち上がり用の型枠を、簡
単かつ精度よくベースの計画天面の上に浮かした状態で
配置することができ、ベースと内部立ち上がりが一体と
なるベタ基礎の構築を可能にすることができる。
As described above, according to the present invention, the form support member is attached to the screw shaft erected on the ground plate.
Since the mounting height position of this form support member can be adjusted, the form for internal rising in the solid foundation can be easily and accurately placed in a state of floating above the plan top surface of the base, It is possible to build a solid foundation in which the base and the internal rise are integrated.

【0030】また、型枠支持部材の取り付け高さ位置を
調整自在とすることにより、捨てコンクリートの表面に
高さの違う部分があっても、内部の立ち上がり用型枠の
天端を水平に合わせることができ、内部立ち上がりの天
端精度が優れたベタ基礎を構築できる。
Further, by making the mounting height position of the form supporting member adjustable, even if there is a portion having a different height on the surface of the discarded concrete, the top end of the internal rising form is horizontally aligned. It is possible to build a solid foundation with excellent top-end accuracy of internal rise.

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

【図1】(A)は型枠支持金物の第1の例を示す分解斜
視図、(B)は型枠支持金物の第2の例を示す分解斜視
FIG. 1A is an exploded perspective view showing a first example of a mold support, and FIG. 1B is an exploded perspective view showing a second example of the form support.

【図2】(A)は型枠支持金物を用いたベースと立ち上
がりを一体に打設するベタ基礎の施工状態を示す縦断正
面図、(B)は同縦断側面図
FIG. 2A is a vertical front view showing a construction state of a solid foundation in which a base and a rise using a formwork supporting metal are driven together, and FIG. 2B is a vertical side view of the same.

【符号の説明】[Explanation of symbols]

1 型枠支持金物 2 釘の打ち込み孔 3 接地プレート 4 螺軸 5 型枠の位置決め支持部 6 型枠支持部材 7 ねじ孔 8 ナット 9 ナット 10 ナット 11 貫通孔 DESCRIPTION OF SYMBOLS 1 Form support metal 2 Nail driving hole 3 Ground plate 4 Screw shaft 5 Form positioning support part 6 Form support member 7 Screw hole 8 Nut 9 Nut 10 Nut 11 Through hole

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【手続補正書】[Procedure amendment]

【提出日】平成12年10月13日(2000.10.
13)
[Submission date] October 13, 2000 (2000.10.
13)

【手続補正1】[Procedure amendment 1]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0025[Correction target item name] 0025

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【0025】なお、何れの例の場合も、図3の(A)、
(B)に例示するように、型枠支持部材6の高さ調整後
に、螺軸4に別のナット12をダブルナット状に螺合し
て型枠支持部材6を上面側から締めつけ固定し、型枠支
持部材6を上方に移動しないよう固定化するようにす
る。
In each of the examples, FIG.
As illustrated in (B), after adjusting the height of the form support member 6, another nut 12 is screwed into the screw shaft 4 in a double nut shape, and the form support member 6 is tightened and fixed from the upper surface side, The form support member 6 is fixed so as not to move upward.

【手続補正2】[Procedure amendment 2]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】図3[Correction target item name] Figure 3

【補正方法】追加[Correction method] Added

【補正内容】[Correction contents]

【図3】(A)は第2の例を示す型枠支持金物に固定用FIG. 3 (A) shows a second example for fixing to a formwork support.
のナットを加えた分解斜視図、(B)はこれを用いたベExploded perspective view with nuts added.
ースと立ち上がりを一体に打設するベタ基礎の施工状態Construction condition of solid foundation that casts base and rising together
を示す縦断正面図A longitudinal front view showing

【手続補正3】[Procedure amendment 3]

【補正対象書類名】図面[Document name to be amended] Drawing

【補正対象項目名】図3[Correction target item name] Figure 3

【補正方法】追加[Correction method] Added

【補正内容】[Correction contents]

【図3】 FIG. 3

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 接地プレートと、この接地プレート上に
立設した螺軸と、帯板の上面で両端部に型枠の位置決め
支持部を設けた型枠支持部材とからなり、上記型枠支持
部材の中央部に螺軸に挿通する上下方向の貫通部を設
け、この貫通部を螺軸に螺合するねじ孔に形成した型枠
支持金物。
1. A form support comprising: a ground plate; a screw shaft erected on the ground plate; and a form support member provided with form support portions at both ends on the upper surface of the strip. A mold supporting metal member having a vertical through-hole that is inserted into a screw shaft at the center of the member, and the through-hole is formed in a screw hole that is screwed into the screw shaft.
【請求項2】 接地プレートと、この接地プレート上に
立設した螺軸と、帯板の上面で両端部に型枠の位置決め
支持部を設けた型枠支持部材と、螺軸に螺合するナット
とからなり、上記型枠支持部材の中央部に螺軸に挿通す
る上下方向の貫通孔を設け、螺軸に螺合したナットで型
枠支持部材を支持するようにした型枠支持金物。
2. A grounding plate, a screw shaft erected on the grounding plate, a form support member provided with positioning support portions of the form at both ends on the upper surface of the strip, and screwed to the screw shaft. A mold supporting metal member comprising a nut, a vertical through hole inserted into a screw shaft at a central portion of the mold supporting member, and the mold supporting member supported by the nut screwed to the screw shaft.
JP2000292290A 2000-09-26 2000-09-26 Form support metal Pending JP2002097791A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000292290A JP2002097791A (en) 2000-09-26 2000-09-26 Form support metal

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000292290A JP2002097791A (en) 2000-09-26 2000-09-26 Form support metal

Publications (1)

Publication Number Publication Date
JP2002097791A true JP2002097791A (en) 2002-04-05

Family

ID=18775249

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000292290A Pending JP2002097791A (en) 2000-09-26 2000-09-26 Form support metal

Country Status (1)

Country Link
JP (1) JP2002097791A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010285845A (en) * 2009-06-15 2010-12-24 Yoshiyuki Ishiwatari Form holding device and concrete foundation forming method
KR101145757B1 (en) * 2009-12-24 2012-05-16 정옥순 Unit adjustment height for aluminum form
JP2014196652A (en) * 2013-03-08 2014-10-16 株式会社ひらつか建築 Form holding fitting and integrated mat foundation concrete placing method
CN106514510A (en) * 2016-11-18 2017-03-22 南京华东电子信息科技股份有限公司 Combined type multifunctional substrate supporting rod
JP2018052480A (en) * 2016-09-23 2018-04-05 盛領 伊計 Truck tire wrench

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010285845A (en) * 2009-06-15 2010-12-24 Yoshiyuki Ishiwatari Form holding device and concrete foundation forming method
KR101145757B1 (en) * 2009-12-24 2012-05-16 정옥순 Unit adjustment height for aluminum form
JP2014196652A (en) * 2013-03-08 2014-10-16 株式会社ひらつか建築 Form holding fitting and integrated mat foundation concrete placing method
JP2018052480A (en) * 2016-09-23 2018-04-05 盛領 伊計 Truck tire wrench
CN106514510A (en) * 2016-11-18 2017-03-22 南京华东电子信息科技股份有限公司 Combined type multifunctional substrate supporting rod

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