JP2003268988A - Supporter for concrete form - Google Patents

Supporter for concrete form

Info

Publication number
JP2003268988A
JP2003268988A JP2002073631A JP2002073631A JP2003268988A JP 2003268988 A JP2003268988 A JP 2003268988A JP 2002073631 A JP2002073631 A JP 2002073631A JP 2002073631 A JP2002073631 A JP 2002073631A JP 2003268988 A JP2003268988 A JP 2003268988A
Authority
JP
Japan
Prior art keywords
support
concrete
horizontal
concrete form
horizontal leg
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
JP2002073631A
Other languages
Japanese (ja)
Other versions
JP2003268988A5 (en
Inventor
Takeshi Uchigawa
健 内河
Masaaki Nishizawa
正明 西澤
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.)
SOGO KEIEI KENKYUSHO KK
Original Assignee
SOGO KEIEI KENKYUSHO 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 SOGO KEIEI KENKYUSHO KK filed Critical SOGO KEIEI KENKYUSHO KK
Priority to JP2002073631A priority Critical patent/JP2003268988A/en
Publication of JP2003268988A publication Critical patent/JP2003268988A/en
Publication of JP2003268988A5 publication Critical patent/JP2003268988A5/ja
Pending legal-status Critical Current

Links

Landscapes

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

Abstract

<P>PROBLEM TO BE SOLVED: To solve the problem that a supporter for conventional concrete forms is composed of a large number of components such as vertical and horizontal batters, supports, bracings, metal fittings connecting these members or the like, and require extremely troublesome works such as a management, a carrying-in to a site, an assembly, a mounting and fixing, a removal after the curing of concrete or the like. <P>SOLUTION: The supporter for the concrete forms are composed of a horizontal leg 3, in which one end is connected to the lower section of the concrete forms 1, and the support 4, in which one end is connected to the upper section of the concrete forms 1 and the other end is connected to a seat board 5 fixed onto a floor face and which is arranged obliquely, the other end of the horizontal leg 3 is connected to the lower section of the support 4 and the support 4 is adjusted by interposing a turnbuckle 43. <P>COPYRIGHT: (C)2003,JPO

Description

【発明の詳細な説明】 【0001】 【発明の属する技術分野】この発明は、コンクリートに
より壁、柱、土台などを形成する場合に用いるコンクリ
ート型枠の支持装置(やらず)に関するものである。特
に、繰り返し用いることのできる金属製コンクリート型
枠に好適なもので、取り付け、取り外しが容易で、繰り
返し使用することができるようにしたものである。 【0002】 【従来の技術】コンクリート型枠の支持装置は、壁面な
どを形成するため対峙させたコンクリート型枠を外側か
ら支えて硬化するコンクリートの倒れを防ぎ、仕上がっ
たコンクリート壁が垂直となるようにするものである。
従来一般的には、コンクリート型枠の支持装置は、横バ
タ材、縦バタ材、支柱、筋交い、これらを繋ぐ金具など
というように極めて多くの構成部品からなるものであっ
た。 【0003】 【発明が解決しようとする課題】従前のこのような支持
装置では、部品点数が極めて多く、管理、現場への搬
入、組み立て、取り付け固定、コンクリートの養生硬化
後の取り外しなどが極めて面倒な作業となっていた。 【0004】 【課題を解決するための手段】この発明は、従来のこの
ような手間の掛かる作業に鑑みて開発したものでその要
旨とするのは、縦横のリブを備えた金属製コンクリート
型枠の支持装置であって、一端をコンクリート型枠の下
部に繋げる水平脚と、一端をコンクリート型枠の上部に
繋げ他端を床面に固定する座板に繋げて傾斜配置する支
柱とからなり、支柱の下部に水平脚の他端を繋げ、支柱
はターンバックルを介在させて調整することができるよ
うにしたことを特徴とするものである。 【0005】 【発明の実施の形態】以下図面に示すこの発明の実施の
形態に即して説明する。図1は、この発明に係るコンク
リート型枠の支持装置の使用状態を示す概略斜視図であ
り、図2は支持装置の分解斜視図である。コンクリート
型枠1は金属製、すなわち鋼板或いはアルミニウム板か
らなる面板11と裏面周囲の縦リブ12及び横リブ1
3、横リブ13と平行な補助リブ14、縦リブ12と平
行な中リブ15を備えるものである。これら各種リブは
面板11と同効材か或いは合板などで構成することがで
きる。図示例は金属板で構成し、補助リブ14、中リブ
15は溝型板をもって構成するものとしてある。縦リブ
12及び横リブ13は上下左右に繋げるため貫通穴12
a、13aを敵数穿ってある。また、補助リブ14の上
中下には面板11まで貫通する抜き穴14aを列設する
ようにして図示しないスペーサーのタイロッドを貫通さ
せることができるようになっている。 【0006】このコンクリート型枠1に対して一の支持
装置2をもってコンクリート型枠1を背面より垂直に支
持するのであるが、この実施の形態では、床面に近い箇
所に配置される水平脚3と、斜めに渡され水平脚3に固
定する支柱4とからなり、支柱4は床面に取り付け固定
する座板5に繋げ、支柱4にはターンバックル43を介
在させて調整することができるようにしたものである。 【0007】水平脚3は、溝形板31に一対の矩形板か
らなる接合体32をボルト33及び図示しないナットに
より連結してなるもので、溝形板31の一端部に穴34
を穿ち、この一端をコンクリート型枠1の下方の補助リ
ブ14内に差し込み、補助リブに穿った穴と重ね合わせ
て、先端部に溝穴を穿ったピン35と溝穴に打ち込むコ
ッタ36により取り外し自在に繋げるようにし、他端部
は接合体32の間に支柱4の下部を差し込み、止めねじ
37と図示しないナットにより繋げるようにしてある。 【0008】支柱4は、ボルト付丸棒41、42をター
ンバックル43にねじ込み、上部のボルト付丸棒41に
クランプ44を設けるようにしてなるものである。43
aはターンバックル43の胴部に穿った操作用の穴であ
る。クランプ44は、補助リブ14内に入り込むコ字状
の本体44aにボルト付丸棒41の上端部を挟む取付片
44bを連設してなり、取付片44bとボルト付丸棒4
1を貫通させるボルト45及びナット46で一体となる
ようにしてある。クランプ44の本体44aの上下には
穴44c、44cを穿ち、補助リブ14に設けた図示し
ない穴と重ね合わせ、先端部に溝穴を穿ったピン47と
コッタ48により取り外し自在に繋げるようにしてあ
る。支柱4下部のボルト付丸棒42では、前述のように
止めねじ37とナットにより水平脚3に繋げるようにし
てある。支柱4の下端、すなわちボルト付丸棒42の開
放端では、鋼板製の座板5を設けた一対の起立板51、
51の間挟まれるようにし、ボルト51a及び図示しな
いナットで繋げるようにする。 【0009】そして座板5は、周囲に適数の取付穴52
を穿ち、この取付穴52よりアンカーボルト6で床面に
取り付け固定する。そこで、支柱4はコンクリート型枠
1の補助リブ14と座板5の間に傾斜配置されることに
なる。 【0010】このような構成からなる支持装置2は、例
えばコンクリート建築物の仕切壁を形成するのに、コン
クリート型枠1、1で鉄筋を囲んで対峙させ、図示しな
いスペーサーにて壁面の厚みに対応する間隔を空けて配
置し、さらにコンクリート型枠1を仕切壁の長さになる
まで複数横方向に繋げた後に用いるのである。このとき
予め、床面には鋼板製の座板5をコンクリート床に配
し、アンカーボルト6にて固定しておく。支持装置2の
水平脚3及び支柱4を広げて、支柱4の上部のクランプ
44にてコンクリート型枠1の上部の補助リブ14内に
入れ、ピン47を通し、コッタ48を打ち込んで固定
し、同様に、水平脚3の一端を補助リブ14に差し込み
ピン35及びコッタ36にて固定する。しかる後、支柱
4の下端部を座板5の起立板51、51間に置いて、ボ
ルト51aを支柱4に貫通させて図示しないナットを締
め付けて固定するのである。 【0011】なお、予め支柱の下端部を座板5にボルト
51a及び図示しないナットにて締めつけて固定してお
き、おおよそコンクリート型枠1が垂直となった位置を
定めてからアンカーボルト6にて座板5を床面に固定し
てもよい。支持装置2によるコンクリート型枠1の垂直
を図るには、ターンバックル43をその側面に穿った操
作用の穴43aに工具を差し込み回転させることで支柱
4を伸長或いは縮小させ長さを変えることで、コンクリ
ート型枠1の正確な垂直を出すようにする。 【0012】支持装置2の水平脚3及び支柱4のコンク
リート型枠1への取り付け取り外しについて、簡易にな
し得るように、ピン35、47、コッタ36、48を採
用したが、ボルト、ナットを代わりに用いることもでき
る。さらに水平脚3及び支柱4の、補助リブ14への取
り付け箇所を、平面円弧状にすることで、コンクリート
壁の硬化後にコンクリート型枠1を外すのに、アンカー
ボルト6を抜いた後に、支持装置2を、ピン35、47
を支点に回動させてコンクリート型枠1に沿わせるよう
にして嵩を小さくして、次の使用に備えるようにするこ
ともできる。 【発明の効果】この発明は以上のような構成からなるも
ので、支持装置を水平脚と傾斜させて繋げる支柱とから
構成し、現場に搬入してからコンクリート型枠の背面に
繋げ、支柱の途中のターンバックルで微調整してコンク
リート型枠を簡単な操作で垂直に立てるのである。そし
て、構成が簡単で、繰り返し用いることができるのであ
る。 【0013】
Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete form supporting apparatus (not used) for forming walls, pillars, bases, etc. with concrete. In particular, it is suitable for a metal concrete formwork that can be used repeatedly, is easy to attach and detach, and can be used repeatedly. 2. Description of the Related Art A concrete form supporting apparatus is provided to support a concrete form which is opposed to form a wall or the like from the outside so as to prevent hardened concrete from falling down and to make the finished concrete wall vertical. It is to be.
Conventionally, in general, a concrete formwork supporting device is composed of an extremely large number of components such as a horizontal fluttering material, a vertical fluttering material, a column, a brace, a metal fitting for connecting these members, and the like. [0003] In such a conventional supporting device, the number of parts is extremely large, and management, carrying-in to the site, assembling, mounting and fixing, and removal after curing and curing of concrete are extremely troublesome. Work had been done. SUMMARY OF THE INVENTION The present invention has been developed in view of the above-mentioned conventional troublesome work, and its gist is to provide a metal concrete formwork having vertical and horizontal ribs. The support device, consisting of a horizontal leg connecting one end to the lower part of the concrete form, and a pillar that is inclined and connected to a seat plate that connects one end to the upper part of the concrete form and the other end to the floor surface, The other end of the horizontal leg is connected to the lower portion of the support, and the support can be adjusted with a turnbuckle interposed therebetween. An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 is a schematic perspective view showing a use state of a concrete formwork supporting device according to the present invention, and FIG. 2 is an exploded perspective view of the supporting device. The concrete form 1 is made of metal, that is, a face plate 11 made of a steel plate or an aluminum plate, and vertical ribs 12 and horizontal ribs 1 around the back surface.
3. It has auxiliary ribs 14 parallel to the horizontal ribs 13 and middle ribs 15 parallel to the vertical ribs 12. These various ribs can be made of the same material as the face plate 11 or plywood. The illustrated example is made of a metal plate, and the auxiliary ribs 14 and the middle ribs 15 are made of grooved plates. The vertical ribs 12 and the horizontal ribs 13 are connected through up and down
a, 13a have the number of enemies. In addition, through-holes 14a penetrating to the face plate 11 are arranged in the upper, middle, and lower portions of the auxiliary rib 14, so that a tie rod of a spacer (not shown) can be penetrated. [0006] The concrete form 1 is vertically supported from the back by one supporting device 2 with respect to the concrete form 1. In this embodiment, the horizontal legs 3 are arranged near the floor. And a support 4 that is passed diagonally and fixed to the horizontal leg 3. The support 4 is connected to a seat plate 5 that is fixed to the floor surface, and the support 4 can be adjusted with a turnbuckle 43 interposed. It was made. The horizontal leg 3 is formed by connecting a pair of rectangular plates 32 to a channel plate 31 by bolts 33 and nuts (not shown). A hole 34 is formed in one end of the channel plate 31.
One end is inserted into the auxiliary rib 14 below the concrete form 1 and overlapped with the hole formed in the auxiliary rib, and is removed by a pin 35 having a grooved hole at the tip and a cotter 36 which is driven into the grooved hole. The lower end of the column 4 is inserted between the joints 32 at the other end, and the other end is connected with a set screw 37 and a nut (not shown). The column 4 is configured such that round rods 41 and 42 with bolts are screwed into a turnbuckle 43 and a clamp 44 is provided on the round rod 41 with bolts on the upper part. 43
“a” is an operation hole formed in the body of the turnbuckle 43. The clamp 44 has a U-shaped main body 44a that enters the auxiliary rib 14 and a mounting piece 44b sandwiching the upper end of the round bar 41 with bolts, and the mounting piece 44b and the round bar 4 with bolt.
The bolts 45 and nuts 46 through which the nuts 1 pass are integrated. Holes 44c, 44c are drilled on the upper and lower sides of the main body 44a of the clamp 44, overlapped with a hole (not shown) provided in the auxiliary rib 14, and detachably connected by a pin 47 and a cotter 48 having a grooved hole at the tip. is there. The round bar 42 with bolts at the lower part of the column 4 is connected to the horizontal leg 3 by the set screw 37 and the nut as described above. At the lower end of the support 4, that is, at the open end of the bolted round bar 42, a pair of upright plates 51 provided with a steel plate 5,
51, and are connected by bolts 51a and nuts (not shown). The seat plate 5 has a suitable number of mounting holes 52 around it.
And is fixed to the floor surface with the anchor bolts 6 from the mounting holes 52. Therefore, the support column 4 is arranged to be inclined between the auxiliary rib 14 of the concrete form 1 and the seat plate 5. The support device 2 having such a configuration is used to form a partition wall of a concrete building, for example, by surrounding concrete bars with concrete forms 1 and 1 and facing each other, and reducing the thickness of the wall surface by a spacer (not shown). The concrete forms 1 are arranged at corresponding intervals, and the concrete form 1 is used after being connected in a plurality of lateral directions to the length of the partition wall. At this time, a seat plate 5 made of a steel plate is arranged on the floor surface in advance and fixed with anchor bolts 6. The horizontal leg 3 and the support 4 of the support device 2 are spread, and are put into the auxiliary ribs 14 on the upper part of the concrete form 1 by the clamps 44 on the support 4, passed through the pins 47, and driven into the cotter 48 to be fixed. Similarly, one end of the horizontal leg 3 is inserted into the auxiliary rib 14 and fixed with the pin 35 and the cotter 36. Thereafter, the lower end of the column 4 is placed between the upright plates 51, 51 of the seat plate 5, the bolt 51a is passed through the column 4, and a nut (not shown) is tightened and fixed. Note that the lower end of the column is fastened to the seat plate 5 by tightening it with bolts 51a and nuts (not shown) in advance. The seat plate 5 may be fixed to the floor. In order to make the concrete form 1 vertical by the support device 2, the length of the column 4 is changed by extending or reducing the length of the column 4 by inserting a tool into an operation hole 43 a formed in the side surface of the turnbuckle 43 and rotating it. So that the concrete formwork 1 is exactly vertical. The pins 35, 47, and the cotters 36, 48 are used to easily attach and detach the horizontal legs 3 and the columns 4 of the support device 2 to and from the concrete form 1, but bolts and nuts are used instead. Can also be used. Further, the attachment portions of the horizontal legs 3 and the support columns 4 to the auxiliary ribs 14 are formed in a plane arc shape, so that the concrete form 1 is removed after the concrete wall is hardened. 2 with pins 35 and 47
Can be rotated about the fulcrum to be along the concrete form 1 to reduce the bulk so as to be ready for the next use. According to the present invention, the supporting device is composed of a horizontal leg and a supporting column which is connected at an angle. The supporting device is carried to the site and then connected to the back of the concrete form. Fine adjustments are made with a turnbuckle on the way, and the concrete formwork is set up vertically by a simple operation. And the structure is simple and can be used repeatedly. [0013]

【図面の簡単な説明】 【図1】この発明に係るコンクリート型枠の使用状態を
示す概略斜視図である。 【図2】支持装置の分解斜視図である。 【符号の説明】 1 コンクリート型枠 11 面板 12 縦リブ 13 横リブ 14 補助リブ 15 中リブ 2 支持装置 3 水平脚 4 支柱 43 ターンバックル 5 座板 6 アンカーボルト
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a schematic perspective view showing a use state of a concrete formwork according to the present invention. FIG. 2 is an exploded perspective view of the support device. [Description of Signs] 1 Concrete form 11 Face plate 12 Vertical rib 13 Horizontal rib 14 Auxiliary rib 15 Middle rib 2 Supporting device 3 Horizontal leg 4 Support column 43 Turnbuckle 5 Seat plate 6 Anchor bolt

Claims (1)

【特許請求の範囲】 【請求項1】 縦横のリブを備えた金属製コンクリート
型枠の支持装置であって、一端をコンクリート型枠の下
部に繋げる水平脚と、一端をコンクリート型枠の上部に
繋げ他端を床面に固定する座板に繋げて傾斜配置する支
柱とからなり、支柱の下部に水平脚の他端を繋げ、支柱
はターンバックルを介在させて調整することができるよ
うにしたことを特徴とするコンクリート型枠の支持装
置。
Claims 1. A supporting device for a metal concrete formwork having vertical and horizontal ribs, a horizontal leg connecting one end to a lower part of the concrete formwork, and one end being provided at an upper part of the concrete formwork. The other end of the horizontal leg is connected to the lower part of the support by connecting the other end of the horizontal leg, and the support can be adjusted by interposing a turnbuckle. A support device for a concrete formwork, characterized in that:
JP2002073631A 2002-03-18 2002-03-18 Supporter for concrete form Pending JP2003268988A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002073631A JP2003268988A (en) 2002-03-18 2002-03-18 Supporter for concrete form

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002073631A JP2003268988A (en) 2002-03-18 2002-03-18 Supporter for concrete form

Publications (2)

Publication Number Publication Date
JP2003268988A true JP2003268988A (en) 2003-09-25
JP2003268988A5 JP2003268988A5 (en) 2005-09-02

Family

ID=29203245

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002073631A Pending JP2003268988A (en) 2002-03-18 2002-03-18 Supporter for concrete form

Country Status (1)

Country Link
JP (1) JP2003268988A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007091456A (en) * 2005-09-30 2007-04-12 San E Protent Co Ltd Jack base
CN102650171A (en) * 2012-04-27 2012-08-29 宜兴市工业设备安装有限公司 Adjustable siding diagonal bracing for large-scale storage tank
CN111622504A (en) * 2020-05-28 2020-09-04 晟通科技集团有限公司 Support device and building frame with same

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007091456A (en) * 2005-09-30 2007-04-12 San E Protent Co Ltd Jack base
CN102650171A (en) * 2012-04-27 2012-08-29 宜兴市工业设备安装有限公司 Adjustable siding diagonal bracing for large-scale storage tank
CN111622504A (en) * 2020-05-28 2020-09-04 晟通科技集团有限公司 Support device and building frame with same

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