JPH11343736A - Fixing device for concrete pouring form and form fixing method using thereof - Google Patents

Fixing device for concrete pouring form and form fixing method using thereof

Info

Publication number
JPH11343736A
JPH11343736A JP15086498A JP15086498A JPH11343736A JP H11343736 A JPH11343736 A JP H11343736A JP 15086498 A JP15086498 A JP 15086498A JP 15086498 A JP15086498 A JP 15086498A JP H11343736 A JPH11343736 A JP H11343736A
Authority
JP
Japan
Prior art keywords
fixing
formwork
concrete casting
concrete pouring
concrete
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
JP15086498A
Other languages
Japanese (ja)
Inventor
Toru Imanara
徹 今奈良
Shigeya Kono
茂也 河野
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.)
Mitsubishi Chemical Corp
Original Assignee
Mitsubishi Chemical Corp
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 Mitsubishi Chemical Corp filed Critical Mitsubishi Chemical Corp
Priority to JP15086498A priority Critical patent/JPH11343736A/en
Publication of JPH11343736A publication Critical patent/JPH11343736A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a form fixing device for concrete pouring and a form fixing method using thereof which is capable of surely suppressing deformation by the side pressure of a concrete pouring form and of easily fixing the form. SOLUTION: A fixing device 1 for concrete pouring form having a hat-shaped longitudinal section comprising a top portion 2 crossing between both the tops for preventing the opening of both the top portions of a concrete pouring form located oppositely, two side face portions 2, 2 having batter-linking pieces 3a projected out almost with L-shape for laying a batter at the surface side which are extended down to both the end edges 2a, 2a of a top surface portion 2 for preventing the swelling of both the ends of the form and installed in series, and a leg portion 4 attached in series outwardly to the end 3a of the side face portion 3 for fixing itself to the installation surface, and a plurality of the fixing devices of the concrete pouring form are covered from both the top portions of the concrete pouring form installed oppositely and both leg portions are respectively fixed to the installation surface. Then, the batter is horizontally laid to the batter-linking piece at both the side face portions.

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、コンクリート打設
用型枠の固定具、及びそれを用いた型枠固定法に関し、
特に、住宅等の布基礎の立ち上がり部のコンクリート打
設に好適に用いられる、コンクリート打設用型枠の固定
具、及びそれを用いた型枠固定法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fixture for a concrete casting formwork and a method for fixing the formwork using the same.
In particular, the present invention relates to a fixture for a concrete casting formwork, which is preferably used for concrete placement of a rising portion of a cloth foundation of a house or the like, and a formwork fixing method using the same.

【0002】[0002]

【従来の技術】従来より、住宅等の布基礎としては、敷
き固められた割栗石の上に捨てコンクリートを打設し、
更にその上にフーチング部を打設し、更にその上に立ち
上がり部を立設させ、この立ち上がり部に固設させたア
ンカーボルトで土台を固定する構造のものが多用されて
いる。
2. Description of the Related Art Conventionally, as a foundation for a cloth of a house or the like, a discarded concrete is poured on a hardened split stone,
Further, there is often used a structure in which a footing portion is cast thereon, a rising portion is further raised thereon, and a base is fixed by anchor bolts fixed to the rising portion.

【0003】そして、その布基礎立ち上がり部のコンク
リート打設は、木製等の型枠を対向させて設置し、その
間隔をセパレータによって保持すると共に端太材によっ
て側圧による変形を抑えて形成された空間にコンクリー
トを打設し、硬化させた後、これら型枠及び部材を取り
外す作業工程によりなされ、その際の型枠の組み立て作
業は熟練を要すると共に、その解体作業も含めて、型枠
自体が重いこともあって、手間がかかるものとなってい
る。一方、近年、木材資源の枯渇化の問題もあって、型
枠自体の軽量化も図れる合成樹脂発泡体製型枠が用いら
れ始めており、更に、省エネルギーの観点から、その合
成樹脂発泡体製型枠をコンクリート打設、硬化後に解体
せずに残して、コンクリート基礎に断熱性を付与する方
法、所謂、捨て型枠法が注目され、合成樹脂発泡体製型
枠の使用が急増している。
[0003] In the concrete casting of the rising portion of the foundation of the cloth, a space formed by placing a formwork made of wood or the like facing each other, holding the interval by a separator, and suppressing deformation due to lateral pressure by a thick end member. After the concrete is cast and hardened, it is done by the work process of removing these molds and members, and the assembling work of the molds at that time requires skill, and the molds themselves are heavy including the dismantling work. In some cases, it is time-consuming. On the other hand, in recent years, due to the problem of depletion of wood resources, synthetic resin foam molds that can reduce the weight of the mold itself have begun to be used. Further, from the viewpoint of energy saving, the synthetic resin foam mold has been used. A method of imparting heat insulation to a concrete foundation by leaving a frame without being dismantled after casting and hardening the concrete, that is, a so-called discarding mold method, has attracted attention, and the use of a synthetic resin foam mold has been rapidly increasing.

【0004】所が、合成樹脂発泡体製型枠は、木製等の
型枠に比し剛性が小さいことから、コンクリート打設時
の側圧による型枠側部の膨れが大きく、その防止のた
め、従来の木製等の型枠の場合よりセパレータ及び端太
材の設置間隔を狭める等の手立てを施す必要があり、型
枠の組み立て或いは解体作業に一層の時間を要すること
となっている。
[0004] However, since the synthetic resin foam mold has a lower rigidity than a wooden mold, the side of the mold swells due to lateral pressure during concrete casting. It is necessary to take measures such as narrowing the interval between the separators and the thickened members as compared with the case of the conventional formwork made of wood or the like, and it takes more time to assemble or disassemble the formwork.

【0005】[0005]

【発明が解決しようとする課題】本発明は、前述の従来
技術に鑑み、コンクリート打設用型枠の側圧による変形
を確実に抑えると共に、型枠を簡便に固定できる、コン
クリート打設用型枠の固定具、及びそれを用いた型枠固
定法を提供することを目的とする。
DISCLOSURE OF THE INVENTION In view of the above-mentioned prior art, the present invention provides a concrete casting mold capable of reliably suppressing deformation due to lateral pressure of a concrete casting mold and fixing the mold easily. It is an object of the present invention to provide a fixing device of the present invention and a method of fixing a formwork using the fixing device.

【0006】[0006]

【課題を解決するための手段】本発明は、対向して設置
されたコンクリート打設用型枠の両頂部の開きを防止す
るために両頂部間に架け渡される頂面部と、同型枠の両
側部の膨れを防止するために該頂面部の両端縁にそれぞ
れ垂下して連設され、表面側に端太材を横架するために
略L字状に突設された端太材係止片を有する二つの側面
部と、自体を設置面に固定するために該側面部の終端に
それぞれ外方に向かって連設された脚部とからなる、縦
断面ハット型形状を有する、コンクリート打設用型枠の
固定具、及び、そのコンクリート打設用型枠の固定具の
複数個を、対向して設置されたコンクリート打設用型枠
の両頂部から被せ、それぞれの両脚部を設置面に固定す
ると共に、両側面部の端太材係止片に端太材を横架して
なる、コンクリート打設用型枠の固定法、を要旨とす
る。
According to the present invention, there is provided a concrete casting formwork which is installed opposite to a top surface portion which is bridged between the tops to prevent the two tops from being opened. End piece engaging pieces which are respectively suspended and provided at both end edges of the top surface part in order to prevent swelling of the top part, and are protruded in a substantially L-shape so as to bridge the end material on the surface side. Concrete casting, having a hat-shaped longitudinal section, comprising two side portions having the following shape, and legs respectively connected outwardly at ends of the side portions to fix itself to the installation surface. A plurality of fixtures for the formwork for concrete and the formwork for concrete casting are covered from both tops of the formwork for concrete placement which is installed facing each other, and both legs are placed on the installation surface. While fixing, the concrete thickening Fixation of the punching 設用 mold, is referred to as gist.

【0007】[0007]

【発明の実施の形態】本発明を図面に基づいて説明する
と、図1は、本発明のコンクリート打設用型枠の固定具
の一実施例を示し、(a)はその正面図、(b)はその
側面図、図2は、本発明のコンクリート打設用型枠の固
定具の他の実施例を示し、(a)はその正面図、(b)
はその側面図、図3は、本発明のコンクリート打設用型
枠の固定具を用いた型枠固定法を説明するための一実施
例を示し、(a)は、コンクリート打設用型枠に本発明
の型枠固定具を使用した状態の側面図、(b)は、
(a)図のB−B線断面図である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described with reference to the drawings. FIG. 1 shows one embodiment of a fixture for a concrete casting formwork of the present invention, (a) is a front view thereof, and (b) is a front view thereof. ) Is a side view thereof, FIG. 2 shows another embodiment of a fixture for a concrete casting formwork of the present invention, (a) is a front view thereof, and (b) is a front view thereof.
FIG. 3 is a side view thereof, and FIG. 3 shows an embodiment for explaining a method for fixing a formwork using the fixture for a concrete formwork of the present invention. (B) is a side view of a state in which the formwork fixing device of the present invention is used.
(A) It is BB sectional drawing of the figure.

【0008】図1及び図2において、本発明のコンクリ
ート打設用型枠の固定具1は、対向して設置されたコン
クリート打設用型枠の両頂部の開きを防止するために両
頂部間に架け渡される頂面部2と、同型枠の両側部の膨
れを防止するために該頂面部2の両端縁2b、2bにそ
れぞれ垂下して連設され、表面側に端太材を横架するた
めに略L字状に突設された端太材係止片3aを有する二
つの側面部3、3と、自体を設置面に固定するために該
側面部3の終端3bにそれぞれ外方に向かって連設され
た脚部4とからなり、縦断面ハット型形状を有する。
In FIG. 1 and FIG. 2, a fixture 1 for a concrete casting form according to the present invention is used to prevent the two tops of concrete placing forms installed opposite each other from opening. In order to prevent swelling of both sides of the same formwork, the top surface portion 2 is suspended from both end edges 2b, 2b of the top surface portion 2, and a thick material is laid on the front surface side. Side surfaces 3 and 3 having a thick end locking piece 3a protruding substantially in an L-shape, and an outer end 3b of the side surface 3 to fix itself to an installation surface. And has a hat-shaped longitudinal section.

【0009】ここで、コンクリート打設用型枠の固定具
1は、頂面部2、両側面部3、3及び端太材係止片3
a、3a、並びに両脚部4、4は、例えば、幅が10〜
200mm程度、厚みが1〜5mm程度の帯状金属板に
より形成され、全体の寸法は、例えば、頂面部2の長さ
約230mm、両側面部の長さ約600mm、両脚部の
長さ約50mm、端太材係止片の突出長さ約50mm、
高さ約100mmとしてある。
Here, the fixture 1 of the concrete casting formwork includes a top surface portion 2, both side surface portions 3, 3 and a thick end locking piece 3.
a, 3a, and both legs 4, 4, for example, have a width of 10
It is formed of a strip-shaped metal plate having a thickness of about 200 mm and a thickness of about 1 to 5 mm. The overall dimensions are, for example, about 230 mm in length of the top part 2, about 600 mm in both side parts, about 50 mm in length of both legs, The protruding length of the thick locking piece is about 50mm,
The height is about 100 mm.

【0010】又、図1及び図2における実施例共、側面
部3の端太材係止片3aは、1側面部3当たり2個設け
られているが、これは、通常1〜3個の範囲で適宜選定
することができる。又、頂面部2の裏面側の、略型枠厚
さに相当する二箇所に、型枠を内面から固定するための
型枠固定片2a、2aが、高さ約20mmに突設されて
いる。
In both the embodiments shown in FIGS. 1 and 2, there are provided two thick end locking pieces 3a for the side portion 3 per side portion 3, which are usually one to three. It can be appropriately selected within the range. Formwork fixing pieces 2a, 2a for fixing the formwork from the inner surface are protruded at a height of about 20 mm at two places corresponding to a substantially formwork thickness on the back side of the top surface portion 2. .

【0011】又、図1における実施例では、頂面部2、
及び両側面部3、3の各表面側に、型枠を横断する方向
にリブ5が高さ約50mmに垂設されており、型枠1自
体の剛性が高められている。
Also, in the embodiment shown in FIG.
In addition, ribs 5 are vertically suspended at a height of about 50 mm in a direction transverse to the mold on the respective surface sides of the side portions 3 and 3, and the rigidity of the mold 1 itself is enhanced.

【0012】本発明の前記コンクリート打設用型枠の固
定具1を用いた、本発明のコンクリート打設用型枠の固
定法は、図3に建物等の布基礎の立ち上がり部形成時の
コンクリート打設における例として示されるように、予
め形成された布基礎のフーチング部13上に対向して設
置されたコンクリート打設用型枠10、10に、必要に
応じて、セパレータ(図示せず)を所定の間隔で設置し
た後、固定具1の複数個を、例えば300〜2000m
m間隔で、型枠10、10の両頂部10a、10aから
被せ、それぞれの両脚部4、4を固定用孔(図示せず)
を用いてフーチング部13等の設置面に釘n打ち固定す
ると共に、両側面部3、3の端太材係止片3a、3aに
金属製パイプ等の端太材11,11を横架し、しかる
後、形成されたコンクリート打設用空間12に生コンク
リートを打設する。この際、端太材11の両端に小径の
パイプ等を挿設し、その部分を端太材係止片3aに係止
させることにより、本発明の固定具1が設置されていな
い部分の型枠10の外表面に端太材11の外周面を密に
接触させることができる。
The method for fixing a concrete casting formwork of the present invention using the concrete casting formwork fixing tool 1 of the present invention is shown in FIG. As shown in the example of casting, separators (not shown) are added to concrete casting molds 10 and 10 which are installed opposite to the previously formed footing portion 13 of the cloth foundation, as required. Are installed at predetermined intervals, and then a plurality of fixtures 1
Cover the molds 10, 10 from both the tops 10a, 10a at intervals of m, and attach the two legs 4, 4 to fixing holes (not shown).
And nails are fixed to the installation surface of the footing portion 13 and the like, and the end thick members 11, 11 such as metal pipes are laterally mounted on the end thick engaging pieces 3a, 3a of the both side portions 3, 3, Thereafter, ready-mixed concrete is cast into the formed concrete casting space 12. At this time, a small-diameter pipe or the like is inserted at both ends of the thick material 11 and the portion is locked with the thick material locking piece 3a, so that the mold of the portion where the fixture 1 of the present invention is not installed is formed. The outer peripheral surface of the thick material 11 can be brought into close contact with the outer surface of the frame 10.

【0013】これにより、本発明のコンクリート打設用
型枠の固定具1、及びそれを用いた型枠固定法は、型枠
10、10の両頂部10a、10aの開きや、両側部1
0b、10bの膨れ等の変形を確実に抑えると共に、型
枠10、10を簡便に固定することができるものであ
る。
Thus, the fixture 1 of the concrete casting formwork of the present invention and the method of fixing the formwork using the same include the opening of the tops 10a and 10a of the forms 10 and
It is possible to reliably suppress deformation such as bulging of the molds 10b and 10b and to easily fix the molds 10 and 10.

【0014】尚、図3においては、頂面部2、及び両側
面部3、3の各表面側に、型枠を横断する方向にリブ5
が垂設された図1に示される固定具1を用いた例を示し
たが、このようなリブが設けられていない図2に示され
る固定具1を用いる場合、端太材係止片3a、3aに横
架する端太材11を1係止片3a当たり2本とすると共
に、隣り合う端太材11と端太材11の端部同士の接合
位置をその2本間でずらせて横架することにより、設置
される型枠10、10により確実な直線性を付与するこ
とができる。
In FIG. 3, ribs 5 are provided on the top surface 2 and on both surface portions 3 and 3 in the direction transverse to the mold.
Although the example using the fixing tool 1 shown in FIG. 1 in which the ribs are provided is shown, when the fixing tool 1 shown in FIG. The number of the thick ends 11 laid horizontally on the 3a is two per locking piece 3a, and the joining positions of the ends of the adjacent thick ends 11 are shifted between the two ends. By doing so, more reliable linearity can be imparted to the installed molds 10 and 10.

【0015】又、図示してはいないが、フーチング部1
3上への型枠10、10の設置において、型枠の下面
に、両端に型枠厚さ大に相当する幅の浅溝部を有する所
定幅の金具の複数個を所定間隔でフーチング部に固定す
ると共に、その両浅溝部に型枠厚さに相当する幅の断面
浅溝型レール形状の樹脂製ベースジョイナーを嵌合さ
せ、そのベースジョイナーに型枠下面を嵌合させること
により、型枠により確実な直線性を付与することもでき
る。
Although not shown, the footing unit 1 is not shown.
In mounting the molds 10 and 10 on the upper part 3, a plurality of metal fittings of a predetermined width having shallow grooves having a width corresponding to the thickness of the mold at both ends are fixed to the footing part at predetermined intervals on the lower surface of the mold. At the same time, by fitting a resin base joiner with a cross-sectional shallow groove rail shape with a width equivalent to the thickness of the mold to both shallow grooves, and fitting the lower surface of the mold to the base joiner, Reliable linearity can also be provided.

【0016】以上説明した本発明のコンクリート打設用
型枠の固定具、及びそれを用いた型枠の固定法は、特
に、住宅等の布基礎の立ち上がり部のコンクリート打設
に好適に用いられ、又、型枠がポリスチレン発泡体やポ
リエチレン、ポリプロピレン発泡体等の合成樹脂発泡体
製である場合に好適に用いられる。
The fixture for a concrete casting formwork of the present invention and the method for fixing a formwork using the same according to the present invention are particularly suitably used for concrete placing at the rising portion of a cloth foundation such as a house. Further, it is suitably used when the mold is made of a synthetic resin foam such as a polystyrene foam or a polyethylene or polypropylene foam.

【0017】[0017]

【発明の効果】本発明によれば、コンクリート打設用型
枠の側圧による変形を確実に抑えると共に、型枠を簡便
に固定できる、コンクリート打設用型枠の固定具、及び
それを用いた型枠固定法を提供することができる。
According to the present invention, there is provided a fixture for a concrete casting formwork capable of reliably suppressing deformation of the concrete casting formwork due to lateral pressure and easily fixing the formwork, and using the same. Formwork fixing methods can be provided.

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

【図1】 本発明のコンクリート打設用型枠の固定具の
一実施例を示し、(a)はその正面図、(b)はその側
面図である。
FIG. 1 shows an embodiment of a fixture for a concrete casting formwork of the present invention, wherein (a) is a front view and (b) is a side view.

【図2】 本発明のコンクリート打設用型枠の固定具の
他の実施例を示し、(a)はその正面図、(b)はその
側面図である。
FIG. 2 shows another embodiment of the fixture for a concrete casting formwork of the present invention, wherein (a) is a front view thereof and (b) is a side view thereof.

【図3】 コンクリート打設用型枠に本発明の型枠固定
具を使用した状態の一実施例を示し、(a)はその側面
図、(b)は(a)図のB−B線断面図である。
FIG. 3 shows an embodiment in which the formwork fixing device of the present invention is used for a concrete casting formwork, (a) is a side view thereof, and (b) is a BB line of (a) view. It is sectional drawing.

【符号の説明】[Explanation of symbols]

1 ;コンクリート打設用型枠の固定具 2 ;頂面部 2a;型枠固定片 2b;端縁 3 ;側面部 3a;端太材係止片 3b;終端 4 ;脚部 5 ;リブ 10 ;型枠 10a;頂部 10b;側部 11 ;端太材 12 ;コンクリート打設用空間 13 ;フーチング部 n;固定用釘 DESCRIPTION OF SYMBOLS 1; Fixing tool of concrete casting formwork 2; Top face 2a; Formwork fixing piece 2b; Edge 3; Side face 3a; Frame 10a; Top 10b; Side 11; Thick material 12; Space for concrete casting 13; Footing part n;

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 対向して設置されたコンクリート打設用
型枠の両頂部の開きを防止するために両頂部間に架け渡
される頂面部と、同型枠の両側部の膨れを防止するため
に該頂面部の両端縁にそれぞれ垂下して連設され、表面
側に端太材を横架するために略L字状に突設された端太
材係止片を有する二つの側面部と、自体を設置面に固定
するために該側面部の終端にそれぞれ外方に向かって連
設された脚部とからなる、縦断面ハット型形状を有する
ことを特徴とする、コンクリート打設用型枠の固定具。
1. A method for preventing the tops of a concrete casting form installed opposite to each other from opening at both tops and a top surface spanning between the tops, and preventing swelling at both sides of the same formwork. Two side portions each having a thick end locking piece that is suspended and connected to both end edges of the top surface portion, and is protruded in a substantially L-shape to hang the thick end on the surface side; A concrete casting formwork having a hat-shaped longitudinal section, comprising legs connected to the outside of the end of the side portion to fix itself to the installation surface. Fixtures.
【請求項2】 頂面部、両側面部及び端太材係止片、並
びに両脚部が、帯状金属板により形成されている請求項
1に記載の、コンクリート打設用型枠の固定具。
2. The fixing tool for a concrete casting formwork according to claim 1, wherein the top face, both side faces and the end piece of the thick material, and both legs are formed of a band-shaped metal plate.
【請求項3】 頂面部の裏面側の、略型枠厚さに相当す
る二箇所に、型枠を内面から固定するための型枠固定片
が突設されている請求項1又は2に記載の、コンクリー
ト打設用型枠の固定具。
3. A form fixing piece for fixing a form from an inner surface thereof at two places on the back side of the top surface corresponding to substantially the form thickness. A fixture for concrete formwork.
【請求項4】 頂面部、及び両側面部の各表面側に、型
枠を横断する方向にリブが垂設されている請求項1乃至
3のいずれかに記載の、コンクリート打設用型枠の固定
具。
4. The concrete casting formwork according to claim 1, wherein a rib is vertically provided in a direction crossing the formwork on each surface side of the top surface portion and both side surface portions. Fixture.
【請求項5】 請求項1乃至4のいずれかに記載の、コ
ンクリート打設用型枠の固定具の複数個を、対向して設
置されたコンクリート打設用型枠の両頂部から被せ、そ
れぞれの両脚部を設置面に固定すると共に、両側面部の
端太材係止片に端太材を横架してなることを特徴とす
る、コンクリート打設用型枠の固定法。
5. A concrete casting formwork fixing tool according to any one of claims 1 to 4, which is covered from both tops of the concrete casting formwork installed opposite to each other. A method for fixing a concrete casting formwork, comprising fixing both legs to the installation surface, and bridging the thick material on the thick material locking pieces on both side surfaces.
【請求項6】 型枠が、布基礎の立ち上がり部を形成す
るためのものである請求項5に記載の、コンクリート打
設用型枠の固定法。
6. The method for fixing a concrete casting formwork according to claim 5, wherein the formwork is for forming a rising portion of the cloth foundation.
【請求項7】 型枠が、合成樹脂発泡体製である請求項
5又は6に記載の、コンクリート打設用型枠の固定法。
7. The method according to claim 5, wherein the form is made of a synthetic resin foam.
JP15086498A 1998-06-01 1998-06-01 Fixing device for concrete pouring form and form fixing method using thereof Pending JPH11343736A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15086498A JPH11343736A (en) 1998-06-01 1998-06-01 Fixing device for concrete pouring form and form fixing method using thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15086498A JPH11343736A (en) 1998-06-01 1998-06-01 Fixing device for concrete pouring form and form fixing method using thereof

Publications (1)

Publication Number Publication Date
JPH11343736A true JPH11343736A (en) 1999-12-14

Family

ID=15506055

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15086498A Pending JPH11343736A (en) 1998-06-01 1998-06-01 Fixing device for concrete pouring form and form fixing method using thereof

Country Status (1)

Country Link
JP (1) JPH11343736A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020190168A (en) * 2019-05-24 2020-11-26 株式会社地耐協 Form support tool, anchor bolt fixture, and form set

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020190168A (en) * 2019-05-24 2020-11-26 株式会社地耐協 Form support tool, anchor bolt fixture, and form set

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