JPH11182038A - Assembling metal fitting for concrete form - Google Patents

Assembling metal fitting for concrete form

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Publication number
JPH11182038A
JPH11182038A JP37010397A JP37010397A JPH11182038A JP H11182038 A JPH11182038 A JP H11182038A JP 37010397 A JP37010397 A JP 37010397A JP 37010397 A JP37010397 A JP 37010397A JP H11182038 A JPH11182038 A JP H11182038A
Authority
JP
Japan
Prior art keywords
plate
edge
holes
hole
metal 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
JP37010397A
Other languages
Japanese (ja)
Inventor
Nobuo Higuchi
信夫 樋口
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.)
HIGUCHI MATSUE
Original Assignee
HIGUCHI MATSUE
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 HIGUCHI MATSUE filed Critical HIGUCHI MATSUE
Priority to JP37010397A priority Critical patent/JPH11182038A/en
Publication of JPH11182038A publication Critical patent/JPH11182038A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide assembling metal fittings for a concrete form by which forms can be rapidly assembled without nailing sash bars at the edges of a wooden board form and also without making through holes in the wooden board form. SOLUTION: The assembling metal fittings are constituted of metal fittings 1 holding the sash bars at the edges of a wooden board form and forming notched holes la for engaging at both side faces and supporting a batten from the backside, a sepatation plate 2 having bored holes 2a at both ends, and an engaging bar 3 inserted in the both holes 2 of the separation plate to be engaged in the notched holes at both side faces of the metal fittings. A through hole is made in the sash bar at the edge of adjoining wooden board forms and both ends of the separation plate are inserted between the connection parts of sash bars and the engaging bar is inserted in the through holes of the sash bar and the holes at both ends of the separation plate to hold the sash bar at the edge by the metal fittings and fasten and fix the engaging bar in the engaging notched holes or the metal fittings.

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、合板などの木質板
の縁部に桟木を設けて組立てるコンクリート型枠の組立
金具に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete formwork fitting for assembling a wooden board such as plywood with an edge provided at an edge thereof.

【0002】[0002]

【従来の技術】合板などの木質板の縁部に桟木を設けて
組立てるコンクリート型枠の組立においては、従来より
隣接する型枠の縁部桟木同士を釘で打ち付けて、型枠の
木質板に穴を貫通せしめ、該貫通穴に図2に示す如く、
セパボルト10を通して、内側に板ナット11又はポリ
コーン(登録商標)11A(図3)をねじ込んで位置決
めし、外側よりフォームタイ(登録商標)12をねじ込
んで締め付け、端太材8を型枠の縁部桟木に当てて、当
て金具13を介在させて、前記フォームタイにあけられ
た矩形穴にクサビ板9を打ち込んで、前記端太材により
型枠を支保して組立てるやり方が主流となっている。
2. Description of the Related Art In the construction of a concrete formwork in which a pier is provided at an edge of a wooden board such as a plywood, an edge pier of an adjacent formwork is hit with a nail to form a timber. Through the hole, as shown in FIG.
A plate nut 11 or a polycone (registered trademark) 11A (FIG. 3) is screwed into the inside through the separator bolt 10 to position it, and a foam tie (registered trademark) 12 is screwed in from the outside and tightened. The mainstream method is to strike a wedge plate 9 into a rectangular hole formed in the foam tie with a fitting 13 in contact with a pier and to support a formwork with the thick material to assemble.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、上記従
来のやり方は、隣接する型枠の縁部桟木同士を釘で打ち
付けて継ぎ合わせるため、位置ずれしやすく、型枠木質
板の継ぎ合わせ面に段差がついて、コンクリート壁面が
面一に仕上がりにくく、細心の注意と手間を要するほ
か、高度の技術と熟練を要するなど欠点を有する。又、
型枠木質板にセパボルト取付用穴を貫通させて行うた
め、相対する穴の位置ずれが生じやすいことや、セパボ
ルトの取付け、取外しに手間を要するなど欠点を有す
る。
However, in the above-mentioned conventional method, the edge piers of the adjacent formwork are nailed and joined together with a nail, so that the position is easily shifted, and a step is formed on the joining surface of the formwork wood board. However, it has drawbacks in that the concrete wall surface is difficult to finish evenly, requires careful attention and labor, and requires advanced technology and skill. or,
Since the holes for mounting the separator bolts are made to penetrate the wooden board of the formwork, there are disadvantages such as the misalignment of the opposing holes is likely to occur, and the installation and removal of the separator bolts require time and effort.

【0004】上記諸欠点により、工期の短縮や工費の低
減が大幅に図れないばかりか、縁部桟木同士を釘で打ち
付けたり、抜いたりして桟木を傷めやすく、又木質板に
セパボルト用の穴をあけたりするため、繰り返し再利用
が図られにくく、型枠廃材(産業廃棄物)の低減や、型
枠廃材処理及び処理費用の低減が図れないなどの課題が
ある。
[0004] Due to the above-mentioned drawbacks, not only can the construction period and the cost be reduced significantly, but also the edge piers are easily nailed or pulled out with nails, and the piers are easily damaged. Therefore, there is a problem that it is difficult to reuse the material repeatedly, and it is not possible to reduce the form waste material (industrial waste) and to reduce the form waste material treatment and the processing cost.

【0005】[0005]

【課題を解決するための手段】本発明者は、上記課題に
鑑み、鋭意研究試作の結果、隣接する型枠の縁部桟木同
士を釘で打ち付けることなく、又型枠の木質板に穴を貫
通させることなく、短時間にコンクリート型枠を組立て
るコンクリート型枠組立金具の開発に成功したもので、
その解決手段は以下のとおりである。すなわち、
Means for Solving the Problems In view of the above-mentioned problems, the present inventor has conducted extensive research and trial production, and as a result, without punching edges of adjacent formwork with nails, and making holes in the wooden board of the formwork. A concrete formwork fitting that successfully assembled a concrete formwork in a short time without penetrating it.
The solution is as follows. That is,

【0006】(1)木質板型枠の縁部材木を挟むように
コ字状に曲げ、両側面に係止切欠穴を設け、背部より端
太材により支保できるようにした金具と、型枠幅を保持
できるようにして両端部に穴を穿設したセパプレート
と、該セパプレートの両端部に穿設された穴に通し、前
記金具の両側面に設けられた係止切欠穴に係止できるよ
うにした係止棒とからなり、隣接する木質板型枠の縁部
桟木に穴を貫通させ、縁部桟木の接合部の間に前記セパ
プレートの両端部を通し、前記縁部桟木に貫通した穴
と、セパプレートの両端部に穿設した穴に前記係止棒を
通し、前記金具により縁部桟木を挟んで継ぎ、金具の係
止切欠穴に係止棒を係止させて、締め付けしてなること
を特徴とするコンクリート型枠用組立金具である。
(1) Edge member of a wooden board formwork A metal fitting which is bent in a U-shape so as to sandwich a tree, has notch holes on both sides, and can be supported by a thick material from the back, and a formwork. A separation plate having holes formed at both ends so as to be able to hold the width, and a hole formed at both ends of the separation plate is passed through, and is locked in locking notches provided on both side surfaces of the metal fitting. It consists of a locking rod made to be able to penetrate a hole in the edge pier of the adjacent wooden board form, pass both ends of the separator plate between the joints of the edge pier, and pass it to the edge pier. The penetrating hole and the locking bar are passed through holes drilled at both ends of the separation plate, and the edge bar is sandwiched by the metal fitting, and the locking rod is locked in the locking notch hole of the metal fitting. An assembly metal fitting for a concrete formwork, wherein the metal fitting is fastened.

【0007】(2)木質板型枠の縁部桟木を挟むように
コ字状に曲げ、両側面に係止切欠穴を設けた金具の背部
に逃し穴を設け、該逃し穴の上下に前記コ字状に曲げた
方向と逆方向に直角に曲げたプレートにクサビ板を嵌入
させる矩形穴を設けて、前記木質板型枠の縁部桟木に端
太材を当て、前記矩形穴にクサビ板を打ち込んで支保し
てなることを特徴とする前記(1)記載のコンクリート
型枠用組立金具である。
(2) The wooden board form is bent into a U-shape so as to sandwich the edge pier, and a relief hole is provided on the back of a bracket having locking notches on both sides, and the above and below the relief hole are provided. A rectangular hole for inserting a wedge plate into a plate bent at a right angle in a direction opposite to the direction bent in a U-shape is provided, a thick wood is applied to an edge pier of the wooden board formwork, and a wedge plate is fitted to the rectangular hole. The concrete fitting as described in the above (1), which is supported by driving.

【0008】(3)木質板型枠の縁部桟木を挟むように
コ字状に曲げ、両側面に係止切欠穴を設けた金具の片側
面の曲げ長さを長くして、隣接する縁部桟木の内側面に
沿ってL字状に曲げて形成してなることを特徴とする前
記(1)又は(2)記載のコンクリート型枠用組立金具
である。
(3) The edge of the wooden board form is bent in a U-shape so as to sandwich the pier, and the bending length of one side of the metal fitting provided with the locking notch on both sides is increased, and the adjacent edge is formed. The assembly fitting for a concrete form according to the above (1) or (2), wherein the assembly is formed by being bent in an L-shape along the inner side surface of the partial crosspiece.

【0009】(4)両端部穴を穿設した薄平板のセパプ
レートの両端部を、該セパプレートの幅より小幅に段付
きにして形成し、両端部より位置決めストッパーを着脱
自在に嵌入して型枠幅を保持してなることを特徴とする
前記(1)乃至(3)のいずれかに記載のコンクリート
型枠用組立金具である。
(4) Both ends of a thin flat plate with holes at both ends are formed stepped to a width smaller than the width of the separator plate, and positioning stoppers are removably fitted from both ends. The assembly metal fitting for a concrete form according to any one of (1) to (3), wherein the form width is maintained.

【0010】(5)中空プレートに両側より嵌合スライ
ドできるように挿入した二枚の薄平板の端部に穴を穿設
し、該薄平板を前記中空プレートより抜けないようにし
て出し入れ自在にし、前記二枚の薄平板に位置決めスト
ッパーを着脱自在に嵌入して型枠幅を保持してなること
を特徴とする前記(1)乃至(3)のいずれかに記載の
コンクリート型枠用組立金具である。
(5) A hole is formed in the end of two thin flat plates which are inserted into the hollow plate so that they can be fitted and slid from both sides, so that the thin flat plate does not come out of the hollow plate and can be freely inserted and removed. A concrete formwork assembly according to any one of (1) to (3), wherein a positioning stopper is removably fitted to the two thin flat plates to maintain the formwork width. It is.

【0011】(6)中空プレートの両端部を、該中空プ
レートの厚さの中心よりすり割りして左右に直角に曲
げ、該中空プレートの両側より嵌合スライドできるよう
に挿入した二枚の薄平板の端部に穴を穿設し、該薄平板
を前記中空プレートより抜けないようにして出し入れ自
在にし、型枠幅を保持してなることを特徴とする前記
(1)乃至(3)のいずれかに記載のコンクリート型枠
用組立金具である。
(6) The two ends of the hollow plate are slit from the center of the thickness of the hollow plate, bent right and left at right angles, and inserted into both sides of the hollow plate so as to be fitted and slidable. (1) to (3), wherein a hole is formed in an end portion of the flat plate so that the thin flat plate is prevented from falling out of the hollow plate so that the thin flat plate can be freely taken in and out, and the form width is maintained. An assembly metal fitting for a concrete formwork according to any one of the above.

【0012】[0012]

【発明の実施の形態】本発明の実施の形態を実施例を示
す図面に基づいて説明すると、本発明は図1に示すよう
に、木質板型枠の縁部桟木を挟むようにコ字状に曲げ、
両側面に係止切欠穴を設け、背部より端太材により支保
できるようにした金具1,1と、型枠幅を保持できるよ
うにして両端部に穴を穿設したセパプレート2と、該セ
パプレートの両端部に穿設された穴に通し、前記金具の
両側面に設けられた係止切欠穴に係止できるようにした
係止棒3,3とにより構成されるものである。
DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described with reference to the drawings showing an embodiment. As shown in FIG. 1, the present invention has a U-shape so as to sandwich an edge crosspiece of a wooden board formwork. Bent into
Metal fittings 1 and 1 provided with locking notches on both side surfaces so that they can be supported by a thick material from the back, Sepaplate 2 having holes formed at both ends to maintain the width of the formwork, Locking rods 3 and 3 are formed so as to pass through holes formed at both ends of the separation plate and to lock into locking notches provided on both side surfaces of the metal fitting.

【0013】金具1は図4に示す如く、木質板型枠の縁
部桟木を挟むようにコ字状に曲げた両側面に水平と垂直
に連なる略L字状の係止切欠穴1a,1aを設けて、前
記曲げ先端部を挿入しやすいようにテーパー角度aをつ
けて先拡がりに形成し、前記係止切欠穴の係止部は緩や
かなテーパー角度bをつけて口拡がりに形成されてい
る。
As shown in FIG. 4, the metal fitting 1 has substantially L-shaped locking notches 1a, 1a, which are horizontally and vertically continuous on both sides bent in a U-shape so as to sandwich an edge crosspiece of a wooden board formwork. Is provided with a tapered angle a so as to facilitate insertion of the bent front end portion and formed with a divergent shape, and the locking portion of the locking notch hole is formed with a gently tapered angle b and formed with a flared mouth. I have.

【0014】又、前記金具1は背部に端太材を型枠の縁
部桟木に当てられるように逃し穴1bが設けられてお
り、該逃し穴の上、下に前記コ字状に曲げた方向と逆方
向に直角に曲げたプレート1c,1cの先端部に、クサ
ビ板を前記端太材の外側に押し当てて打ち込めるように
矩形穴1d,1dが穿設されている。
The metal fitting 1 is provided with a relief hole 1b at the back so that a thick material can be applied to an edge crosspiece of the formwork, and is bent in the above-mentioned U-shape above and below the relief hole. Rectangular holes 1d, 1d are drilled at the ends of the plates 1c, 1c bent at right angles to the opposite direction so that a wedge plate can be pressed against the outside of the thick material and driven.

【0015】前記図4のコ字状に曲げた寸法Wは、例え
ば型枠の縁部桟木の厚みが30mm、幅が60mmで、
木質板の厚みが10mmとして、図13に示すように平
面接合にして型枠を組立てる場合は、隣接する縁部桟木
6,6の両厚みに合わせて60〜61mmとし、図14
に示すように外角Aのコーナー接合にして型枠を組立て
る時は、隣接する縁部桟木の厚みと幅及び木質板6の厚
みを加味して100〜101mmとして形成する。
The dimension W bent in a U-shape in FIG. 4 is, for example, that the thickness of the edge pier of the formwork is 30 mm and the width is 60 mm.
When the thickness of the wooden board is 10 mm and the formwork is assembled by planar joining as shown in FIG.
When assembling the formwork with the corners joined at the outer angle A as shown in Fig. 7, the thickness is set to 100 to 101 mm in consideration of the thickness and width of the adjacent edge pier and the thickness of the wooden board 6.

【0016】又、図14に示す内角Bのコーナー接合に
して型枠を組立てる場合、前記図4のコ字状に曲げた寸
法Wは30mmとし、片側面の曲げの長さを長くして、
隣接する型枠の縁部桟木の内側に沿ってL字状に曲げて
形成し、係止切欠穴1aは図6に示す如く、L字状に形
成した面にそれぞれ垂直に長穴を設け、中心部より水平
に切抜いて連通させ、別側面は垂直にあけられた長穴に
中心部より切抜いて連通させ、係止部は緩やかなテーパ
ー角度bをつけて、前記長穴の中心部が拡がるように形
成する。
When assembling the formwork with corner joints of the inner angle B shown in FIG. 14, the dimension W bent into a U-shape in FIG. 4 is set to 30 mm, and the bending length of one side is increased.
The notch hole 1a is formed by bending into an L-shape along the inside of the edge crosspiece of the adjacent formwork, and the locking notch hole 1a is provided with a vertically long hole in each of the L-shaped surfaces as shown in FIG. It cuts out horizontally from the center and communicates, the other side cuts out and communicates with the vertically drilled elongated hole from the center, the locking part has a gentle taper angle b, and the center of the elongated hole expands It is formed as follows.

【0017】金具の背部に設けられた端太材の逃し穴1
bは、図4に示す高さ寸法hを端太材の太さより少し大
きくしてあり、例えば50mmの角鋼管による端太材の
場合は55〜65mm、60mmの角鋼管による端太材
の場合は65〜75mmとし、又前記50mmの角鋼管
端太材をダブルにする場合は110〜130mm、60
mmの角鋼管端太材をダブルにする場合は130〜15
0mmとするのが好ましく、それに応じて金具の高さ寸
法Hも変える。
[0017] Relief hole 1 for thick material provided at the back of the bracket
b, the height dimension h shown in FIG. 4 is slightly larger than the thickness of the end piece, and for example, in the case of the end piece made of a 50 mm square steel pipe, 55 to 65 mm, and in the case of the end piece made of a 60 mm square pipe, Is 65 to 75 mm, and when the 50 mm square steel pipe end thick material is doubled, 110 to 130 mm, 60
130 to 15 mm for double-ended square steel pipe ends
The height is preferably set to 0 mm, and the height H of the metal fitting is changed accordingly.

【0018】又、前記の内面からプレート1c,1cに
穿設された矩形穴1d,1dの端部迄の寸法S(図4)
は端太材の大きさに応じて変えるか、又は図5に示すよ
うに端太材の大きさに応じた位置に矩形穴1dを複数箇
所(実施例では3箇所)穿設しても良く、或いは前記矩
形穴の長さを長くしておき、クサビ板の幅寸法を変えて
対処することもできる。
A dimension S (FIG. 4) from the inner surface to the ends of the rectangular holes 1d, 1d formed in the plates 1c, 1c.
May be changed according to the size of the thick material, or a plurality of (three in the embodiment) rectangular holes 1d may be formed at positions corresponding to the size of the thick material as shown in FIG. Alternatively, it is also possible to increase the length of the rectangular hole and change the width of the wedge plate.

【0019】前記金具1の材質は、亜鉛メッキなどの表
面処理をした厚さ1.5〜3mmの鋼板により形成する
のが好ましく、鋼板の厚さが薄い場合、或いは金具の耐
久性を向上させる場合は適宜リブを形成するなどして補
強すると良い。
The material of the metal fitting 1 is preferably formed of a steel sheet having a thickness of 1.5 to 3 mm, which has been subjected to a surface treatment such as galvanization. When the thickness of the steel sheet is small, or the durability of the metal fitting is improved. In this case, it is preferable to reinforce by forming ribs as appropriate.

【0020】セパプレート2は、図7に示すように1m
m程度の金属製薄平板の両端部に係止棒を挿入する穴2
a,2aを穿設し、両端部をセパプレートの幅より小幅
になるように段付きに形成して、位置決めストッパー
4,4が嵌入されており、該位置決めストッパーを段付
き部に当てた寸法Lが型枠幅となるようにする。
The separation plate 2 is 1 m as shown in FIG.
holes for inserting locking rods at both ends of a thin metal plate of about m
a, 2a are formed, and both ends are formed in steps so as to be smaller in width than the width of the separation plate, and positioning stoppers 4 and 4 are fitted, and the positioning stoppers are applied to the stepped portions. L is set to the form width.

【0021】前記セパプレート2は、コンクリートを打
設して型枠を解体した後、コンクリート壁面から両端部
を切除する必要があるが、図8,図9は両端部を切断す
る必要がないセパプレートの実施例である。すなわち、
図8,図9に示す実施例では、中空プレート2Aの両側
に嵌合スライドできるように挿入された厚さ1mm程度
の二枚の金属製薄平板2B,2Bに係止棒を挿入する穴
2a,2aと長穴2b,2bを穿設して、該長穴を通し
て支持ピン5,5を前記中空プレートに固定し、前記薄
平板2B,2Bが中空プレートから抜けないようにして
なり、図8においては位置決めストッパー4,4が嵌入
されており、図9においては中空プレート2Aの両端部
を、中空プレートの厚さの中心よりすり割って左右直角
に曲げて、該曲げ部を位置決めストッパーとしている。
The separator plate 2 needs to be cut from the concrete wall after the concrete is cast and the formwork is disassembled, and FIGS. 8 and 9 show a separator which does not need to be cut at both ends. It is an example of a plate. That is,
In the embodiment shown in FIGS. 8 and 9, a hole 2a for inserting a locking rod into two thin metal flat plates 2B, 2B having a thickness of about 1 mm inserted so as to be fitted and slidable on both sides of a hollow plate 2A. , 2a and long holes 2b, 2b, and the support pins 5, 5 are fixed to the hollow plate through the long holes so that the thin flat plates 2B, 2B do not come off from the hollow plate. In FIG. 9, positioning stoppers 4 and 4 are fitted. In FIG. 9, both ends of the hollow plate 2A are cut from the center of the thickness of the hollow plate and bent at right and left sides to make the bent portion a positioning stopper. .

【0022】前記位置決めストッパー4は、図10に示
すように正方形(又は丸形でも良い)の鋼板の中心部
に、前記セパプレートの両端部の幅と厚さに合わせてス
リット穴4aが穿設されていて、セパプレートの両端部
より着脱自在に嵌入できるようにしてある。又、前記位
置決めストッパーは、図11に示すようにポリ(ポリエ
チレン)キャップ4Aの底部にスリット穴4aを穿設し
て、セパプレートの両端部より嵌入して用いても良い。
As shown in FIG. 10, the positioning stopper 4 has a slit hole 4a formed in the center of a square (or round) steel plate in accordance with the width and thickness of both ends of the separation plate. And can be detachably fitted from both ends of the separation plate. As shown in FIG. 11, the positioning stopper may be formed by forming a slit hole 4a at the bottom of the poly (polyethylene) cap 4A and fitting it into the separator plate from both ends.

【0023】係止棒3は、図12に示すようにL字状に
直角に曲げられた丸棒で、両端部にネジ部3aを設け
て、型枠やセパプレートがはずれる恐れがある場合はナ
ット掛けできるようにし、長手部の先端はテーパー3b
をつけて差し込みやすくする。係止棒の太さと、該係止
棒を挿入する前記セパプレートの両端部に穿設された
穴、及び型枠の縁部桟木にあけられた穴とは2〜3mm
程度の隙間を設けるのが好ましい。
The locking bar 3 is a round bar bent at right angles in an L-shape as shown in FIG. 12 and provided with threaded portions 3a at both ends to prevent the formwork or the separator plate from coming off. Nut can be hooked, the tip of the long part is tapered 3b
To make it easier to insert. The thickness of the locking rod, the holes drilled at both ends of the separation plate into which the locking rod is inserted, and the holes drilled in the edge bar of the form are 2-3 mm.
It is preferable to provide such a gap.

【0024】次に、本発明に係るコンクリート型枠用組
立金具を用いて型枠を組立てる組立例を図1において説
明すると、隣接する型枠の縁部桟木6,6に穴を貫通さ
せ、セパプレート2の両端部を隣接する縁部桟木の間に
通して、前記縁部桟木に貫通させた穴とセパプレートの
両端部に穿設された穴2aが略一致するようにして、係
止棒3,3を差し込む。前記型枠の縁部桟木に貫通させ
る穴は、位置決めストッパー4,4を型枠の木質板7,
7の内面に当接させた状態で、前記セパプレートの両端
部に穿設された穴と略一致するようにする。
Next, an assembling example of assembling a formwork using the concrete formwork metal fitting according to the present invention will be described with reference to FIG. 1. Referring to FIG. The two ends of the plate 2 are passed between the adjacent edge bars, and the holes penetrated through the edge bars are made to substantially coincide with the holes 2a formed at both ends of the separation plate. Insert 3,3. Holes penetrating the edge pier of the formwork are provided with positioning stoppers 4 and 4 for forming the wooden board 7 of the formwork.
7 in a state of being in contact with the inner surface thereof, so as to substantially coincide with holes formed in both ends of the separation plate.

【0025】次いで、金具1,1のコ字状に曲げて形成
された挟み口を、該金具の係止切欠穴1a,1aに係止
棒3,3が入るようにして型枠の縁部桟木に挿入し、隣
接する縁部桟木を挟むと同時に下方へ押し下げると、緩
やかなテーパーをつけた係止切欠穴の係止部に沿って、
前記係止棒が引き寄せられ、セパプレート2の位置決め
ストッパー4,4で型枠の木質板7,7の内面が押し付
けられて型枠幅がしっかりと保持される。
Next, the clamping holes formed by bending the metal fittings 1 and 1 into the U-shape are inserted into the locking notches 1a and 1a of the metal fittings so that the locking rods 3 and 3 are inserted into the edges of the mold. Inserting into the pier, sandwiching the adjacent edge pier and pushing down at the same time, along the locking portion of the gently tapered locking notch,
The locking bar is pulled, and the inner surfaces of the wooden plates 7, 7 of the form are pressed by the positioning stoppers 4, 4 of the separation plate 2, so that the form width is securely held.

【0026】更に、前記金具1,1の背部に設けられた
逃し穴より露出した縁部桟木に端太材8,8を当てて、
前記逃し穴の上下に、コ字状に曲げた方向とは逆に直角
に曲げられたプレートの矩形穴にクサビ板9,9を打ち
込んで、前記端太材を押し付け、型枠を支保する。
Further, the thick ends 8, 8 are applied to edge piers exposed from the escape holes provided at the backs of the fittings 1, 1,
The wedge plates 9, 9 are driven into rectangular holes of a plate bent at right angles to the U-shaped upper and lower sides of the relief holes, and the thick ends are pressed to support the formwork.

【0027】以上のようにして組立られた型枠にコンク
リートを打設し、養生期間(コンクリートが固まる期
間)をおいて型枠を解体する。先ず、クサビ板9,9を
抜き、端太材8,8を取りはずし、次いで係止棒3,3
を引き抜き、金具1,1を引き抜いて型枠の縁部桟木か
らはずし、型枠を解体撤去する。
Concrete is poured into the formwork assembled as described above, and the formwork is dismantled after a curing period (a period during which the concrete hardens). First, the wedge plates 9 and 9 are pulled out, and the end thick members 8 and 8 are removed.
, And the metal fittings 1 and 1 are pulled out from the edge pier of the formwork, and the formwork is dismantled and removed.

【0028】型枠を解体撤去するとコンクリート躯体壁
面よりセパプレートの両端部が突き出た状態となるた
め、切除して壁面を仕上げる必要があるが、図8,図9
の実施例で示したセパプレートを用いることにより、コ
ンクリート躯体壁向より突き出た両端部をコンクリート
躯体内に押し込んで、壁面から突き出ないようにするこ
とにより、切除しないでコンクリート躯体壁面を仕上げ
ることができる。
When the formwork is dismantled and removed, both ends of the separator plate protrude from the wall surface of the concrete frame, so it is necessary to cut off and finish the wall surface.
By using the separator plate shown in the embodiment of the present invention, by pushing both ends protruding from the concrete skeleton wall into the concrete skeleton, so as not to protrude from the wall, it is possible to finish the concrete skeleton wall without cutting. it can.

【0029】[0029]

【発明の効果】本発明に係るコンクリート型枠用組立金
具は、隣接する型枠の縁部桟木を挟んで継ぎ合わせると
共に、縁部桟木の間にセパプレートを通して組立てられ
るようにしたことから、高度の技術や熟練を必要とせ
ず、且つ位置ずれなく迅速な組立や解体ができるため、
大幅な工期の短縮及び工費の低減を図ることができる。
又、型枠の縁部桟木に釘を打ち付けたり、抜いたりしな
いため桟木を傷めたりしないこと、及び型枠の木質板に
穴を貫通させないで組立てられることから、型枠の再利
用が図られ、型枠廃材の低減や、廃材処理及び処理費用
の低減を図るのに効果がある。
The metal fittings for concrete formwork according to the present invention are joined together by sandwiching the edge bars of the adjacent formwork, and can be assembled through the separator plate between the edge bars. It does not require any skill or skill, and can be quickly assembled and dismantled without any displacement.
It is possible to significantly shorten the construction period and reduce the construction cost.
Also, the nails are not hit or pulled out on the edge piers of the formwork, so that the piers are not damaged, and the formwork can be assembled without penetrating the wooden board, so that the formwork can be reused. This is effective in reducing waste of formwork, and in reducing waste material processing and processing costs.

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

【図1】本発明に係るコンクリート型枠組立用金具の実
施例を示す斜視図である。
FIG. 1 is a perspective view showing an embodiment of a concrete formwork fitting according to the present invention.

【図2】従来の実施例を示す要部断面図である。FIG. 2 is a sectional view of a main part showing a conventional example.

【図3】図2における板ナット(11)の代わりにポリ
コーン(11A)を使用した実施例を示す要部断面図で
ある。
FIG. 3 is a sectional view of an essential part showing an embodiment using a polycone (11A) instead of the plate nut (11) in FIG.

【図4】金具(1)の実施例を示す斜視図である。FIG. 4 is a perspective view showing an embodiment of the metal fitting (1).

【図5】金具の実施例を示す斜視図である。FIG. 5 is a perspective view showing an embodiment of the fitting.

【図6】金具の実施例を示す斜視図である。FIG. 6 is a perspective view showing an embodiment of the fitting.

【図7】セパプレート(2)の実施例を示す側面図であ
る。
FIG. 7 is a side view showing an embodiment of the separation plate (2).

【図8】セパプレートの実施例を示す側断面図である。FIG. 8 is a side sectional view showing an embodiment of a separation plate.

【図9】セパプレートの実施例を示す平面図である。FIG. 9 is a plan view showing an embodiment of a separation plate.

【図10】位置決めストッパー(4)の実施例を示す斜
視図である。
FIG. 10 is a perspective view showing an embodiment of a positioning stopper (4).

【図11】位置決めストッパーの実施例を示す斜視図で
ある。
FIG. 11 is a perspective view showing an embodiment of a positioning stopper.

【図12】係止棒の実施例を示す斜視図である。FIG. 12 is a perspective view showing an embodiment of a locking rod.

【図13】型枠の平面接合組立て実施例を示す要部断面
図である。
FIG. 13 is a cross-sectional view of a main part showing a planar joining assembly example of the formwork.

【図14】型枠のコーナー接合組立て実施例を示す要部
断面図である。
FIG. 14 is a cross-sectional view of a main part showing a corner joining assembly example of the formwork.

【符号の説明】[Explanation of symbols]

1 金具 1a 係止切欠穴 1b 逃し穴 1c プレート 1d 矩形穴 2 セパプレート 2A 中空プレート 2a 穴 2B 薄平板 2b 長穴 3 係止棒 3a ネジ部 4,4A 位置決めストッパー 4a スリット穴 5 支持ピン 6 縁部桟木 7 木質板 8 端太材 9 クサビ板 10 セパボルト 11 板ナット 11A ポリコーン 12 フォームタイ DESCRIPTION OF SYMBOLS 1 Metal fitting 1a Lock notch hole 1b Escape hole 1c Plate 1d Rectangular hole 2 Sepa plate 2A Hollow plate 2a Hole 2B Thin plate 2b Long hole 3 Lock bar 3a Screw part 4, 4A Positioning stopper 4a Slit hole 5 Support pin 6 Edge Girder 7 Wood board 8 Thick wood 9 Wedge board 10 Sepabolt 11 Plate nut 11A Poly cone 12 Form tie

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 木質板型枠の縁部材木を挟むようにコ字
状に曲げ、両側面に係止切欠穴を設け、背部より端太材
により支保できるようにした金具と、型枠幅を保持でき
るようにして両端部に穴を穿設したセパプレートと、該
セパプレートの両端部に穿設された穴に通し、前記金具
の両側面に設けられた係止切欠穴に係止できるようにし
た係止棒とからなり、隣接する木質板型枠の縁部桟木に
穴を貫通させ、縁部桟木の接合部の間に前記セパプレー
トの両端部を通し、前記縁部桟木に貫通した穴と、セパ
プレートの両端部に穿設した穴に前記係止棒を通し、前
記金具により縁部桟木を挟んで継ぎ、金具の係止切欠穴
に係止棒を係止させて、締め付けしてなることを特徴と
するコンクリート型枠用組立金具。
An edge member of a wooden board form is bent into a U-shape so as to sandwich the tree, a notch hole is provided on both side surfaces, and a metal fitting can be supported by a thick material from the back, and a form width. Can be held so that holes can be formed in both ends of the separation plate, and holes formed in both ends of the separation plate can be passed through the separation notches provided on both sides of the metal fitting. And through a hole in the edge pier of the adjacent wood board form, pass both ends of the separator plate between the joints of the edge pier, and penetrate the edge pier. The locking bar is passed through the hole formed and the holes drilled at both ends of the separator plate, and the edge bar is sandwiched by the metal fittings. The locking bar is locked in the locking notch hole of the metal fitting, and tightened. An assembling metal fitting for a concrete formwork, comprising:
【請求項2】 木質板型枠の縁部桟木を挟むようにコ字
状に曲げ、両側面に係止切欠穴を設けた金具の背部に逃
し穴を設け、該逃し穴の上下に前記コ字状に曲げた方向
と逆方向に直角に曲げたプレートにクサビ板を嵌入させ
る矩形穴を設けて、前記木質板型枠の縁部桟木に端太材
を当て、前記矩形穴にクサビ板を打ち込んで支保してな
ることを特徴とする請求項1記載のコンクリート型枠用
組立金具
2. A wooden board form is bent into a U-shape so as to sandwich an edge bar, and a relief hole is provided at a back portion of a bracket having locking notches on both side surfaces. A rectangular hole for inserting a wedge plate in a plate bent at a right angle in a direction opposite to the direction bent in the shape of a letter is provided, a thick wood is applied to an edge pier of the wooden board formwork, and a wedge plate is fitted to the rectangular hole. 2. The metal fitting for a concrete formwork according to claim 1, wherein the metal fitting is supported by being driven.
【請求項3】 木質板型枠の縁部桟木を挟むようにコ字
状に曲げ、両側面に係止切欠穴を設けた金具の片側面の
曲げ長さを長くして、隣接する縁部桟木の内側面に沿っ
てL字状に曲げて形成してなることを特徴とする請求項
1記載又は請求項2記載のコンクリート型枠用組立金
具。
3. An edge portion of a wooden board form is bent in a U-shape so as to sandwich the edge bar, and a metal fitting provided with locking notches on both sides thereof has a longer bending length on one side, so that an adjacent edge portion is formed. The assembly fitting for a concrete formwork according to claim 1, wherein the assembly is formed by bending an L-shape along the inner surface of the crosspiece.
【請求項4】 両端部穴を穿設した薄平板のセパプレー
トの両端部を、該セパプレートの幅より小幅に段付きに
して形成し、両端部より位置決めストッパーを着脱自在
に嵌入して型枠幅を保持してなることを特徴とする請求
項1乃至請求項3のいずれかに記載のコンクリート型枠
用組立金具。
4. A mold in which both ends of a thin plate separator plate having holes at both ends are stepped to a width smaller than the width of the separator plate, and positioning stoppers are removably fitted from both ends. The assembly fitting for a concrete formwork according to any one of claims 1 to 3, wherein the frame width is maintained.
【請求項5】 中空プレートに両側より嵌合スライドで
きるように挿入した二枚の薄平板の端部に穴を穿設し、
該薄平板を前記中空プレートより抜けないようにして出
し入れ自在にし、前記二枚の薄平板に位置決めストッパ
ーを着脱自在に嵌入して型枠幅を保持してなることを特
徴とする請求項1乃至請求項3のいずれかに記載のコン
クリート型枠用組立金具。
5. A hole is formed in an end of two thin flat plates which are inserted into the hollow plate so that they can be fitted and slid from both sides,
4. The thin plate is detachably inserted into and out of the hollow plate so as not to fall out of the hollow plate, and a positioning stopper is removably fitted into the two thin plates to maintain a form width. An assembly fitting for a concrete formwork according to claim 3.
【請求項6】 中空プレートの両端部を、該中空プレー
トの厚さの中心よりすり割りして左右に直角に曲げ、該
中空プレートの両側より嵌合スライドできるように挿入
した二枚の薄平板の端部に穴を穿設し、該薄平板を前記
中空プレートより抜けないようにして出し入れ自在に
し、型枠幅を保持してなることを特徴とする請求項1乃
至請求項3のいずれかに記載のコンクリート型枠用組立
金具。
6. Two thin flat plates inserted at both ends of the hollow plate so as to be slit from the center of the thickness of the hollow plate and bent right and left at right angles and to be fitted and slid from both sides of the hollow plate. 4. A hole is formed in an end of the hollow plate so that the thin plate does not come out of the hollow plate so that it can be freely inserted and removed, and the form width is maintained. The metal fittings for a concrete formwork according to the above.
JP37010397A 1997-12-20 1997-12-20 Assembling metal fitting for concrete form Pending JPH11182038A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP37010397A JPH11182038A (en) 1997-12-20 1997-12-20 Assembling metal fitting for concrete form

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP37010397A JPH11182038A (en) 1997-12-20 1997-12-20 Assembling metal fitting for concrete form

Publications (1)

Publication Number Publication Date
JPH11182038A true JPH11182038A (en) 1999-07-06

Family

ID=18496083

Family Applications (1)

Application Number Title Priority Date Filing Date
JP37010397A Pending JPH11182038A (en) 1997-12-20 1997-12-20 Assembling metal fitting for concrete form

Country Status (1)

Country Link
JP (1) JPH11182038A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007277861A (en) * 2006-04-04 2007-10-25 Nsp Corp Connector
CN110565943A (en) * 2019-08-23 2019-12-13 中国十七冶集团有限公司 steel back edge for reinforcing combined type assembled cast-in-situ hidden column template and mounting method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007277861A (en) * 2006-04-04 2007-10-25 Nsp Corp Connector
CN110565943A (en) * 2019-08-23 2019-12-13 中国十七冶集团有限公司 steel back edge for reinforcing combined type assembled cast-in-situ hidden column template and mounting method

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