JP2879438B1 - Mold setting equipment for ready-mixed concrete - Google Patents

Mold setting equipment for ready-mixed concrete

Info

Publication number
JP2879438B1
JP2879438B1 JP6950898A JP6950898A JP2879438B1 JP 2879438 B1 JP2879438 B1 JP 2879438B1 JP 6950898 A JP6950898 A JP 6950898A JP 6950898 A JP6950898 A JP 6950898A JP 2879438 B1 JP2879438 B1 JP 2879438B1
Authority
JP
Japan
Prior art keywords
frame members
ready
frame member
plate
mixed 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.)
Expired - Lifetime
Application number
JP6950898A
Other languages
Japanese (ja)
Other versions
JPH11247440A (en
Inventor
邦朗 薬真寺
Original Assignee
野津運送株式会社
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 野津運送株式会社 filed Critical 野津運送株式会社
Priority to JP6950898A priority Critical patent/JP2879438B1/en
Application granted granted Critical
Publication of JP2879438B1 publication Critical patent/JP2879438B1/en
Publication of JPH11247440A publication Critical patent/JPH11247440A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

【要約】 【課題】 型枠の組み立てが容易且つ正確に行える生コ
ンクリート打設用型枠設置器具を提供する。 【解決手段】 板状の2本1組の枠部材10,10と、
2本の枠部材10,10を所定距離離した位置に略平行
に立てた状態でそれぞれの枠部材10,10の内側面に
設置した型枠板40,40とともに両枠部材10,10
を固定するボルト31とパイプ35とナット39からな
る固定手段とを具備して構成する。枠部材10,10の
外側面に補強棒取付部15,17を形成し、隣り合う別
の組の枠部材10,10との間に補強棒50を掛け渡
す。
The present invention provides a ready-casting concrete form setting device that can easily and accurately assemble a form. SOLUTION: A plate-like pair of two frame members 10, 10,
The two frame members 10, 10 are mounted together with the form plates 40, 40 installed on the inner surfaces of the respective frame members 10, 10 in a state where the two frame members 10, 10 are set up substantially in parallel at positions separated by a predetermined distance.
And a fixing means including a pipe 35 and a nut 39. Reinforcing bar attachment portions 15 and 17 are formed on the outer surfaces of the frame members 10 and 10, and the reinforcing bar 50 is bridged between another pair of adjacent frame members 10 and 10.

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】本発明は生コンクリートを打
設する際に用いる型枠の設置に用いて好適な生コンクリ
ート打設用型枠設置器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 ready-casting concrete form setting device which is suitable for setting a form used for setting ready-mixed concrete.

【0002】[0002]

【従来の技術】家屋等の各種建築物の基礎となる部分に
生コンクリート打設用の枠組みを形成したり、コンクリ
ート製の擁壁の一方の面側に土を盛った上で該擁壁の上
に更に生コンクリートを増し打ちするような場合、従来
はコンパネ板などからなる型枠を組み立ててその内部に
生コンクリートを打設し、硬化後に型枠を取り外す工法
によって行なっていた。
2. Description of the Related Art A framework for placing ready-mixed concrete is formed on a foundation portion of various buildings such as a house, or soil is piled on one side of a concrete retaining wall, and then the concrete retaining wall is covered with soil. Conventionally, when the fresh concrete is further added and cast, a method of assembling a formwork made of a control panel or the like, pouring the ready-mixed concrete into the inside of the formwork, and removing the formwork after curing has been performed.

【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
の型枠の組み立て工法は煩雑で作業性が悪く、専門の型
枠職人によらなければその作業ができなかった。その上
一度使用した型枠は締め付けボルトによる孔が不規則に
生じるので再度使用することができず産業廃棄物となっ
ていた。
However, the above-mentioned conventional method of assembling a formwork is complicated and poor in workability, and the work cannot be performed without a specialized formworker. In addition, the formwork that has been used once cannot be reused because the holes formed by the tightening bolts are irregular, resulting in industrial waste.

【0004】本発明は上述の点に鑑みてなされたもので
ありその目的は、型枠の組み立てが容易且つ正確に行
え、産業廃棄物も皆無に近く近代的な生コンクリート打
設用型枠設置器具を提供することにある。
SUMMARY OF THE INVENTION The present invention has been made in view of the above points, and has as its object to easily and accurately assemble a formwork and to produce a modern ready-mixed concrete formwork with almost no industrial waste. It is to provide a device.

【0005】[0005]

【課題を解決するための手段】上記問題点を解決するた
め本発明は、棒状又は板状の2本1組の枠部材と、前記
2本の枠部材を所定距離離した位置に立てた状態でそれ
ぞれの枠部材の内側面に設置した型枠板とともに該両枠
部材を固定する固定手段とを具備して生コンクリート打
設用型枠設置器具を構成した。また本発明は、前記固定
手段によって固定された1組の枠部材のそれぞれ外側面
に補強棒取付部を形成し、隣り合う別の組の枠部材との
間に掛け渡される補強棒をそれぞれ前記補強棒取付部に
取り付けることによって隣り合う組の枠部材間に設置し
た型枠板をその外側から支えるように構成した。また本
発明は、前記2本1組の枠部材の少なくとも何れか一方
に、その先端が他方の枠部材に向かって接近・離間する
ように移動する押え棒を取り付けた。また本発明は、前
記枠部材の下端に高さ調整機構を設けた。
SUMMARY OF THE INVENTION In order to solve the above problems, the present invention provides a rod-shaped or plate-shaped pair of frame members and a state in which the two frame members are set up at a position separated by a predetermined distance. Thus, a formwork installation tool for setting a ready-mixed concrete was provided, comprising a formwork plate installed on the inner surface of each frame member and fixing means for fixing the two frame members. Further, according to the present invention, a reinforcing rod mounting portion is formed on each outer surface of one set of frame members fixed by the fixing means, and the reinforcing rods to be bridged between adjacent sets of frame members are respectively provided. By attaching to the reinforcing rod attaching portion, the form plate set between the adjacent frame members is supported from the outside. Further, in the present invention, a holding bar is attached to at least one of the pair of frame members so that the tip thereof moves so as to approach or separate from the other frame member. Further, in the present invention, a height adjusting mechanism is provided at a lower end of the frame member.

【0006】[0006]

【発明の実施の形態】以下、本発明の実施形態を図面に
基づいて詳細に説明する。
Embodiments of the present invention will be described below in detail with reference to the drawings.

【0007】〔第一実施形態〕図1は本実施形態に用い
る枠部材10を示す図であり、同図(a)は枠部材10
を一方の面側から見た斜視図、同図(b)は他方の面側
から見た斜視図である。この枠部材10は本発明を家屋
や倉庫等の建築物の基礎となる枠組みを形成するのに用
いる場合の例を示している。
[First Embodiment] FIG. 1 is a view showing a frame member 10 used in this embodiment, and FIG.
Is a perspective view seen from one surface side, and FIG. 2B is a perspective view seen from the other surface side. The frame member 10 shows an example in which the present invention is used to form a frame which is a foundation of a building such as a house or a warehouse.

【0008】同図に示すようにこの枠部材10は、平板
状の本体部11の下端部をL字状に折り曲げて脚部13
を形成して構成されている。本体部11の一方の面(外
側面)には、その上下にL字状に折り曲げてなる補強棒
取付部15,17が設けられている。補強棒取付部1
5,17の立ち上げ部分15a,17aにはそれぞれ2
本ずつのボルト21が捩じ込まれている。また本体部1
1の所定位置には貫通孔19が設けられている。
As shown in FIG. 1, the frame member 10 is formed by bending a lower end of a flat main body 11 into an L-shape to form a leg 13.
Is formed. On one surface (outer surface) of the main body 11, reinforcing rod mounting portions 15, 17 which are bent up and down in an L-shape are provided. Reinforcing rod mounting part 1
Each of the rising portions 15a, 17a of 5, 17 has 2
The bolts 21 for each book are screwed. The main body 1
1 is provided with a through hole 19 at a predetermined position.

【0009】一方本体部11の反対側の面(内側面)の
前記貫通孔19の部分から下方向に向かって、本体部1
1の厚みを厚くしてなる肉厚部25が設けられている。
肉厚部25の上端両角部25a,25bの内の一方25
aは鋭角状になっており、他方25bは円弧状になって
いる。
[0009] On the other hand, the main body 1 extends downward from the through hole 19 on the opposite side (inner side) of the main body 11.
1 is provided with a thick portion 25 made thicker.
One of upper corner portions 25a and 25b of thick portion 25
a has an acute angle, while 25b has an arc shape.

【0010】図2,図3,図4は上記枠部材10を用い
て建築物の基礎となる生コンクリート打設用の型枠を形
成する方法を示す図であり、図2は組み立てた型枠の側
断面図、図3は図2を矢印A方向から見た図、図4は図
2を矢印B方向から見た図である。
FIGS. 2, 3 and 4 are views showing a method of forming a mold for placing ready-mixed concrete as a foundation of a building using the frame member 10, and FIG. 2 shows an assembled form. 3 is a view of FIG. 2 viewed from the direction of arrow A, and FIG. 4 is a view of FIG. 2 viewed from the direction of arrow B.

【0011】図2に示すようにまず2本1組の枠部材1
0,10を用意し、これを所定距離離して設置し、次に
右側の型枠10の貫通孔19からボルト31を挿入して
その外周に円筒状の塩ビ製のパイプ35を挿入した後、
その先端を左側の型枠10の貫通孔19に挿入してその
外側に突出したボルト31の先端にナット39をゆるく
螺合する。これによって2本の枠部材10,10は所定
距離離した位置に略平行に立てられる。
As shown in FIG. 2, first, a pair of frame members 1
0, 10 are prepared and set at a predetermined distance, and then a bolt 31 is inserted from the through hole 19 of the right mold 10 and a cylindrical PVC pipe 35 is inserted around its outer periphery.
The tip is inserted into the through hole 19 of the left mold 10 and the nut 39 is loosely screwed to the tip of the bolt 31 protruding outward. As a result, the two frame members 10, 10 are set up substantially in parallel at positions separated by a predetermined distance.

【0012】次に図2,図3,図4に示すように、両枠
部材10,10の内側面にそれぞれ上方から平板状で横
方向に長尺な型枠板40,40を両者の端辺を接合して
挿入する。型枠板40,40の下辺の角部には図4に示
すように、それぞれ切欠き41,43が形成されている
が、それぞれの形状は前記枠部材10の肉厚部25の上
端角部25a,25b(図1(b)参照)の形状に合わ
せた形状に形成されており、これによって両型枠板4
0,40の挿入方向を間違えないようにしている。なお
切欠き41,43を設けたのは図4に示すように型枠板
40,40を接合した状態のまま真上から挿入できるよ
うにするためであり、また肉厚部25を設けたのは該肉
厚部25の厚みを型枠板40の厚みと同一にすることで
型枠板40,40の内側に露出する対向面の何れの部分
も平面状にするためである。
Next, as shown in FIGS. 2, 3 and 4, plate-shaped laterally elongated form plates 40, 40 are respectively attached to the inner side surfaces of both frame members 10, 10 from above. Insert by joining the sides. As shown in FIG. 4, notches 41 and 43 are formed in lower corners of the form plates 40 and 40, respectively, and the respective shapes are upper end corners of the thick portion 25 of the frame member 10. 25a and 25b (see FIG. 1 (b)).
The insertion direction of 0, 40 is not mistaken. The notches 41 and 43 are provided so that they can be inserted from directly above with the form plates 40 and 40 joined together as shown in FIG. 4, and the thick portions 25 are provided. The reason for this is to make the thickness of the thick portion 25 equal to the thickness of the mold plate 40 so that any part of the opposing surface exposed inside the mold plates 40, 40 is planar.

【0013】そして次に図2に示す前記ボルト31とナ
ット39間を強く締め付ければ、左右の型枠板40,4
0はパイプ35の端面と枠部材10の内側の面とによっ
て強固に挟持され固定される。なおボルト31は予め枠
部材10に溶接することで両者を一体に固定しておいて
も良い。
Next, if the bolt 31 and the nut 39 shown in FIG.
Numeral 0 is firmly held and fixed by the end face of the pipe 35 and the inner surface of the frame member 10. The bolts 31 may be fixed together by welding them to the frame member 10 in advance.

【0014】ここで各組の枠部材10,10は、型枠板
40,40の接合する両端辺部分に一組ずつ取り付けら
れていくこととなるが、各組の枠部材10間には、それ
ぞれの補強棒取付部15,17に角棒からなる補強棒5
0,50を渡し、各ボルト21を捩じ込むことで固定す
る。これによって型枠板40,40はその外側面が補強
される。
Here, each set of frame members 10, 10 is to be attached to each end portion of the form plates 40, 40, one set at a time, and between each set of frame members 10, Reinforcement rods 5 composed of square rods on each of the reinforcement rod mounting portions 15, 17
0 and 50 are passed and each bolt 21 is screwed in and fixed. Thus, the outer side surfaces of the form plates 40, 40 are reinforced.

【0015】このようにして型枠板40,40を組み立
てて行き、家屋や倉庫等の建築物の基礎となる枠組みの
型枠が完成した後、該型枠内に生コンクリートを打設す
る。その際型枠板40,40は補強棒50,50によっ
て補強されているので、生コンクリートの重みで型枠板
40,40が外側に湾曲する恐れはない。
The form plates 40, 40 are assembled in this way, and after completing the form of a frame that is the basis of a building such as a house or a warehouse, ready-mixed concrete is poured into the form. At that time, since the form plates 40, 40 are reinforced by the reinforcing rods 50, there is no possibility that the form plates 40, 40 are bent outward by the weight of the ready-mixed concrete.

【0016】そして生コンクリートが硬化した後に、補
強棒50,50を取り外し、ボルト31とナット39間
の固定を外して枠部材10,10を取り外し、次に型枠
板40,40を取り外せば、建築物のコンクリート製の
基礎が完成する。パイプ35は生コンクリート内に打設
されたままの状態で水抜き孔となる。水抜き孔が不要の
場合は生コンクリートなどで埋めれば良い。
After the ready-mixed concrete has hardened, the reinforcing rods 50, 50 are removed, the fixing between the bolts 31 and the nuts 39 is removed, the frame members 10, 10 are removed, and then the form plates 40, 40 are removed. The concrete foundation of the building is completed. The pipe 35 serves as a drain hole while being poured into the ready-mixed concrete. If a drain hole is not required, it may be filled with ready-mixed concrete.

【0017】以上のように本実施形態を用いれば、型枠
の組み立てが容易になるばかりか、特別な技能がない人
でも両型枠板40,40間の間隔をパイプ35の長さに
よって正確に一定にできる。
As described above, when the present embodiment is used, not only is it easy to assemble the formwork, but also a person who does not have special skills can accurately determine the distance between the formwork plates 40, 40 by the length of the pipe 35. Can be constant.

【0018】なお補強棒50,50は伸縮式のアンテナ
のように伸縮可能に構成しておけば、型枠板40の長さ
寸法の変更に対応できる。
If the reinforcing rods 50, 50 are configured to be extendable and contractable like an extendable antenna, it is possible to cope with a change in the length of the form plate 40.

【0019】またパイプ35の孔を塞ぎたい場合は、例
えば図5に示すように、パイプ35を短くしてその両端
に円錐状の小パイプ37,37を取り付けるようにして
おけば、生コンクリートを打設して硬化した後に枠部材
10,10と型枠板40,40とを取り外し、さらに前
記小パイプ37,37を取り外し、これによって該小パ
イプ37,37の後に形成されるすり鉢状のコンクリー
ト面が露出している穴に生コンクリートを打設するよう
にすればこれを容易に塞ぐことができる。
When it is desired to close the hole of the pipe 35, for example, as shown in FIG. 5, if the pipe 35 is shortened and small conical pipes 37 are attached to both ends thereof, the ready-mixed concrete can be removed. After being cast and hardened, the frame members 10, 10 and the form plates 40, 40 are removed, and the small pipes 37, 37 are removed, thereby forming a mortar-shaped concrete formed after the small pipes 37, 37. If ready-cast concrete is poured into the hole where the surface is exposed, this can be easily closed.

【0020】なお上記実施形態では枠部材10を平板を
用いて構成したが、棒状の部材によって構成しても良
い。
In the above embodiment, the frame member 10 is formed using a flat plate. However, the frame member 10 may be formed using a rod-shaped member.

【0021】また補強棒50,50のみによっては生コ
ンクリートの重みに耐えられず型枠板40,40が撓む
場合は、図5に示すように型枠板40,40の中央部分
にコ字状に形成した補強枠200の棒状の両アーム20
1,201を補強棒50,50の外側にこれらを挟むよ
うに上から挟持させ、これによって補強棒50,50の
撓みを防止するようにしてもよい。
When only the reinforcing rods 50, 50 cannot withstand the weight of the ready-mixed concrete and the form plates 40, 40 bend, as shown in FIG. Rod-shaped arms 20 of a reinforcing frame 200 formed in the shape of a bar
The reinforcing rods 50, 50 may be held from above so as to sandwich the reinforcing rods 1, 201 outside the reinforcing rods 50, 50, thereby preventing the reinforcing rods 50, 50 from bending.

【0022】また建築物の基礎となる枠組みが屈曲する
部分では、図10に示すように、直角に屈曲してなる形
状の外側と内側の枠部材10′,10″を用意し、その
内側に型枠板40′,40″を挿入した状態でその両端
近傍部分にパイプ35′を挿入したボルト31′とナッ
ト39′で、型枠板40′,40″間を所定幅に保持せ
しめた状態で固定し、生コンクリートを打設すれば良
い。
Further, as shown in FIG. 10, outside and inside frame members 10 'and 10 "having a shape bent at a right angle are prepared at a portion where a frame serving as a foundation of a building is bent, and the inside thereof is provided. With the form plates 40 'and 40 "inserted, the bolts 31' and nuts 39 'with pipes 35' inserted in the vicinity of both ends of the form plates 40 'and 40" hold the form plates 40' and 40 "at a predetermined width. It is sufficient to fix with and put ready-mixed concrete.

【0023】また枠部材10に肉厚部25を設けず、そ
の面(内側面)を平面状としても良い。この場合は図9
に示すように型枠板40(40−1,2,3)のそれぞ
れ左側の端辺に略円形の切欠き45を設け、左側の型枠
板40−1の右端辺部分に枠部材10,10をパイプ3
5を取り付けたボルト31で結合して組み立て、その右
側から型枠板40−2を左方向にスライドするようにし
て右側の型枠板40−1に接合し、その際切欠き45に
ボルト31を挿入し、この作業を次々に右側に向けて行
なっていくことで型枠を組み立てていけば良い。
Also, the thickened portion 25 may not be provided on the frame member 10 and its surface (inner surface) may be flat. In this case, FIG.
As shown in the figure, a substantially circular notch 45 is provided on the left side of each of the form plates 40 (40-1, 2, 3), and the frame members 10 and 40 are provided on the right side of the left form plate 40-1. 10 to pipe 3
5 is assembled with bolts 31 having attached thereto, and the form plate 40-2 is joined to the right form plate 40-1 by sliding the form plate 40-2 leftward from the right side. Is inserted, and this operation is sequentially performed toward the right side, so that the formwork may be assembled.

【0024】なお上記実施形態では枠部材10に上下2
か所の補強棒取付部15,17を設けることで上下2本
ずつの補強棒50を渡したが、該補強棒取付部及び補強
棒は上下3か所以上に設けても良いし1箇所に設けても
良い。
In the above-described embodiment, the upper and lower two
By providing the reinforcing rod mounting portions 15 and 17 at two locations, two upper and lower reinforcing rods 50 are provided. However, the reinforcing rod mounting portions and the reinforcing rods may be provided at three or more upper and lower locations or at one location. May be provided.

【0025】〔第二実施形態〕図6は本発明の第二実施
形態に用いる第一の枠部材60を示す図であり、同図
(a)は該枠部材60を一方の面側から見た斜視図、同
図(b)は他方の面側から見た斜視図である。
[Second Embodiment] FIG. 6 is a view showing a first frame member 60 used in a second embodiment of the present invention. FIG. 6A shows the frame member 60 viewed from one surface side. FIG. 2B is a perspective view as viewed from the other surface side.

【0026】同図に示すように枠部材60は、平板状の
本体部61の一方の面(外側面)の上下に第一実施形態
と同様に補強棒取付部65,67を設けている。また本
体部61の下部中央から垂直に突出する取付板63の面
にネジ孔69とガイド突起71を設け、また本体部61
の下部には押え棒73を螺合して貫通せしめている。
As shown in the figure, the frame member 60 is provided with reinforcing rod mounting portions 65 and 67 above and below one surface (outer surface) of a flat plate-shaped main body 61 as in the first embodiment. A screw hole 69 and a guide projection 71 are provided on a surface of a mounting plate 63 which projects vertically from the lower center of the main body 61.
A pressing rod 73 is screwed into and penetrated below the lower part.

【0027】ここで押え棒73にはネジが切ってあり、
クランク状に折り曲げられたハンドル76部分を回転す
ることで、矢印C方向に移動する。
Here, the holding rod 73 is threaded,
By rotating the handle 76 bent in a crank shape, the handle 76 moves in the direction of arrow C.

【0028】またこの本体部61の下端には、逆T字状
に形成された高さ調整板75が取り付けられる。即ちこ
の高さ調整板75の中央の立設板77に設けた縦長孔7
9に前記ガイド突起71を挿入し、所望の高さに調節し
た後、縦長孔79にボルト81を挿入してその先端をネ
ジ孔69に螺合して固定するのである。なおこの高さ調
整機構は種々の変形が可能であることは言うまでもな
い。また78は高さ調整板75の底板に設けた貫通孔で
あり、この貫通孔78を貫通して地面に鉄筋などを打ち
込んでこの高さ調整板75の位置ずれを防止する。
At the lower end of the main body 61, a height adjusting plate 75 formed in an inverted T shape is attached. That is, the vertically long hole 7 provided in the vertical standing plate 77 at the center of the height adjusting plate 75
After the guide projection 71 is inserted into 9 and the height is adjusted to a desired height, a bolt 81 is inserted into the vertically long hole 79 and its tip is screwed into the screw hole 69 and fixed. Needless to say, the height adjustment mechanism can be variously modified. Reference numeral 78 denotes a through hole provided in the bottom plate of the height adjustment plate 75, and a reinforcing bar or the like is driven into the ground through the through hole 78 to prevent the height adjustment plate 75 from being displaced.

【0029】また本体部61の反対側の面(内側面)か
らは、円柱状の棒83が突出しており、その先端には四
角柱形状の係止部85が設けられている。係止部85の
端面にはネジ穴87が設けられている。
A cylindrical rod 83 protrudes from the opposite surface (inner surface) of the main body 61, and a quadrangular prism-shaped locking portion 85 is provided at the tip thereof. A screw hole 87 is provided in an end surface of the locking portion 85.

【0030】図7は第二の枠部材100を示す図であ
り、同図(a)は枠部材100を一方の面側から見た斜
視図、同図(b)は他方の面側から見た斜視図である。
FIGS. 7A and 7B show the second frame member 100. FIG. 7A is a perspective view of the frame member 100 as viewed from one side, and FIG. 7B is a view of the second frame member 100 as viewed from the other side. FIG.

【0031】同図に示すように枠部材100は、平板状
の本体部101の一方の面(外側面)の上下に第一実施
形態と同様に補強棒取付部105,107を設けてい
る。また本体部101の補強棒取付部107の上部に
は、前記棒83の係止部85(図6参照)を嵌合する四
角形状の貫通孔103が設けられている。また本体部1
01の下端の内側面には下記する第二の型枠板150を
載置するための支持突起109が設けられている。
As shown in the figure, the frame member 100 is provided with reinforcing rod mounting portions 105, 107 on the upper and lower sides of one surface (outer surface) of a flat plate-shaped main body 101 as in the first embodiment. Further, a rectangular through hole 103 into which the locking portion 85 of the bar 83 (see FIG. 6) is fitted is provided above the reinforcing bar mounting portion 107 of the main body portion 101. The main body 1
A support projection 109 for mounting a second form plate 150 described below is provided on the inner side surface at the lower end of 01.

【0032】図8は上記第一,第二の枠部材60,10
0を用いてL型擁壁500の上端辺に生コンクリートを
増し打ちすることができる型枠を形成する方法を示す側
断面図である。
FIG. 8 shows the first and second frame members 60 and 10.
FIG. 9 is a side sectional view showing a method of forming a formwork capable of additionally striking ready-mixed concrete on the upper end side of the L-shaped retaining wall 500 using 0.

【0033】同図に示すようにまずL型擁壁500を地
面に設置し、図示しないL型擁壁500の底板上に盛り
土501をその上端辺近傍まで行なう。
As shown in the figure, first, an L-shaped retaining wall 500 is set on the ground, and an embankment 501 is placed on the bottom plate of the L-shaped retaining wall 500 (not shown) up to the vicinity of the upper end thereof.

【0034】次に第一,第二の枠部材60,100と、
第一,第二の型枠板140,150を用意する。第一の
型枠板140には、前記第一の枠部材60の棒83と押
え棒73とをそれぞれ貫通する円形の貫通孔141,1
43が設けられ、また第二の型枠板150には、棒83
先端の係止部85を貫通する四角形状の貫通孔151が
設けられている。
Next, the first and second frame members 60 and 100,
First and second form plates 140 and 150 are prepared. The first form plate 140 has circular through holes 141, 1 through the rod 83 and the holding rod 73 of the first frame member 60, respectively.
43, and a rod 83 is provided on the second form plate 150.
A rectangular through hole 151 penetrating the locking portion 85 at the tip is provided.

【0035】そしてまず第一の枠部材60の棒83と押
え棒73とを第一の型枠板140の貫通孔141,14
3に挿入した上で、更にそれぞれ円筒状の塩ビ製のパイ
プ89,90に挿入し、押え棒73の先端の穴74(図
6参照)に円形の当接板91の突起92を挿入すること
でゆるく取り付ける。なお逆に押え棒73の先端を突起
とし、当接板91に凹みを設けて該突起を凹みにゆるく
取り付けても良い。
First, the rod 83 and the holding rod 73 of the first frame member 60 are inserted into the through holes 141, 14 of the first form plate 140.
3 and further inserted into cylindrical pipes 89 and 90 made of polyvinyl chloride, respectively, and the projection 92 of the circular contact plate 91 is inserted into the hole 74 (see FIG. 6) at the tip of the holding rod 73. Attach it loosely. Conversely, the tip of the holding rod 73 may be a projection, and the contact plate 91 may be provided with a recess, and the projection may be loosely attached to the recess.

【0036】次に第一の枠部材60のボルト81をゆる
めて高さ調整板75の高さ方向の位置を調節した後、ボ
ルト81を締め付けて固定したものを盛り土501の上
に乗せ、一方第二の枠部材100をL型擁壁500の外
側面に配置して、その支持突起109の上に第二の型枠
板150を載せた状態で、第二の型枠板150に設けた
貫通孔151と第二の枠部材100に設けた貫通孔10
3に前記棒83先端の係止部85を挿入し、そのネジ穴
87にボルト120を螺合することで第一,第二の枠部
材60,100間を固定する。これによって第一,第二
の型枠板140150間の間隔はパイプ89の両端面に
よって正確に位置決めされる。
Next, after the bolt 81 of the first frame member 60 is loosened to adjust the position of the height adjusting plate 75 in the height direction, the bolt 81 is fastened and fixed and placed on the embankment 501. The second frame member 100 was disposed on the outer surface of the L-shaped retaining wall 500, and provided on the second mold plate 150 in a state where the second mold plate 150 was placed on the support protrusions 109. Through hole 151 and through hole 10 provided in second frame member 100
The first and second frame members 60 and 100 are fixed by inserting the locking portion 85 at the tip of the rod 83 into the screw hole 3 and screwing the bolt 120 into the screw hole 87. Thus, the interval between the first and second form plates 140150 is accurately positioned by both end surfaces of the pipe 89.

【0037】次にハンドル76を回転することで押え棒
73の先端の当接板91をL型擁壁500の面に当接さ
せて押し付ける。これによって第一,第二の枠部材6
0,100と第一,第二の型枠板140,150はL型
擁壁500の上端辺に固定され、第二の型枠板150の
下部とL型擁壁500の外側面とが密着し、第二の型枠
板150とL型擁壁500の接合面から生コンクリート
が流れ出ることはなくなる。
Next, by rotating the handle 76, the contact plate 91 at the tip of the presser bar 73 is pressed against the surface of the L-shaped retaining wall 500. Thereby, the first and second frame members 6 are formed.
0, 100 and the first and second form plates 140, 150 are fixed to the upper end side of the L-shaped retaining wall 500, and the lower portion of the second form plate 150 and the outer surface of the L-shaped retaining wall 500 are in close contact. However, the ready-mixed concrete does not flow out from the joint surface between the second form plate 150 and the L-shaped retaining wall 500.

【0038】そして前記第一実施形態と同様に、隣り合
う組の枠部材60,60同士、及び隣り合う組の枠部材
100,100同士のそれぞれの補強棒取付部65,6
5間、67,67間、105,105間、107,10
7間にそれぞれ補強棒50,50を渡し、各ボルト17
0によって固定する。
As in the first embodiment, the reinforcing rod mounting portions 65, 6 of the adjacent frame members 60, 60 and the adjacent frame members 100, 100 of the adjacent pair.
5, 67, 67, 105, 105, 107, 10
7 pass the reinforcing rods 50 and 50, respectively, and
Fixed by 0.

【0039】このようにして組み立てた型枠の内部に生
コンクリートを打設し、該生コンクリートが硬化した後
に補強棒50,50を取り外し、ボルト120を取り外
して第一,第二の枠部材60,100と第一,第二の型
枠板140,150とを取り外す。
The ready-mixed concrete is poured into the thus assembled formwork, and after the ready-mixed concrete has hardened, the reinforcing rods 50, 50 are removed, the bolts 120 are removed, and the first and second frame members 60 are removed. , 100 and the first and second form plates 140, 150 are removed.

【0040】このとき2本のパイプ89,90はコンク
リート中に残り、また当接板91もコンクリート中に残
る。パイプ89は水抜き孔として利用できるが不要であ
れば内部を密封する。
At this time, the two pipes 89 and 90 remain in the concrete, and the contact plate 91 also remains in the concrete. The pipe 89 can be used as a drain hole, but seals the inside if unnecessary.

【0041】なお図11は第二実施形態の第一の枠部材
60の変形例を示す斜視図であり、図12は該枠部材6
0−2を反対側から見た斜視図である。両図において第
一の枠部材60と同一又は相当部分には同一符号を付
す。この枠部材60−2において前記第一の枠部材60
と相違する点は、高さ調節板75の面を本体部61の面
にオネジとナットによって平行に取り付けた点と、補強
棒取付部65を6段設けた点と、第1図に示す貫通孔1
9と同じ目的に使用する貫通孔19を設けた点と、図1
に示す肉厚部25を枠部材60−2の上下方向全長にわ
たって帯状に設けた点である。そして図示しない第二の
枠部材(第二の枠部材は枠部材60−2と同一形状であ
って但しハンドル76と高さ調節板75とを取り付けな
いものを用いれば良い)とは図2に示すと同様のボルト
31とナット39で固定する。L型擁壁への固定はハン
ドル76によって行なう。肉厚部25をこのように構成
すれば、取り付ける型枠板は図4に示すと同様に上方向
からストレートに挿入でき、しかも図4に示す型枠板4
0のように切欠き41,43を設ける必要もなくなる。
また補強棒取付部65を6段設けたのは、取り付ける型
枠板の高さ寸法に応じて補強棒を渡す高さを容易に変更
できるようにするためである。
FIG. 11 is a perspective view showing a modification of the first frame member 60 of the second embodiment, and FIG.
It is the perspective view which looked at 0-2 from the other side. In both figures, the same or corresponding parts as those of the first frame member 60 are denoted by the same reference numerals. In this frame member 60-2, the first frame member 60
The differences from the first embodiment are that the surface of the height adjustment plate 75 is attached to the surface of the main body 61 in parallel with a male screw and a nut, that the reinforcing rod attachment portion 65 is provided in six steps, and that the through-hole shown in FIG. Hole 1
FIG. 1 shows that a through hole 19 is provided for the same purpose as FIG.
Is provided in a strip shape over the entire length of the frame member 60-2 in the vertical direction. FIG. 2 shows a second frame member (not shown) (the second frame member has the same shape as the frame member 60-2, except that the handle 76 and the height adjustment plate 75 are not attached). It is fixed with bolts 31 and nuts 39 as shown. Fixing to the L-shaped retaining wall is performed by a handle 76. When the thick portion 25 is configured in this manner, the form plate to be attached can be inserted straight from above in the same manner as shown in FIG.
It is not necessary to provide the notches 41 and 43 as shown in FIG.
The reason why the reinforcing rod mounting portions 65 are provided in six stages is to make it possible to easily change the height at which the reinforcing rods are passed according to the height of the form plate to be mounted.

【0042】なお本発明にかかる枠部材の高さ寸法を上
記実施形態に比べて縦方向に長くすることで、鉄筋コン
クリート建てのビルや、マンション建築も可能である。
つまり本願発明の型枠部材を建築用にも適用できる。
By increasing the height of the frame member according to the present invention in the vertical direction as compared with the above embodiment, it is possible to build a reinforced concrete building or an apartment building.
That is, the form member of the present invention can be applied to buildings.

【0043】ところでさらに他の実施形態として、第
一,第二の枠部材60,100の両者からそれぞれ棒を
突出して設け、一方の棒の先端にオネジを、他方の棒の
先端にメネジを設け、両者を螺合することで第一,第二
の枠部材60,100を所定距離離した状態で固定する
ようにしても良い。要は2本の枠部材を所定距離離した
位置に略平行に立てた状態で該両枠部材を固定する固定
手段であればどのような構造のものでも良い。
By the way, as still another embodiment, rods are provided so as to protrude from both the first and second frame members 60 and 100, and a male screw is provided at a tip of one rod and a female screw is provided at a tip of the other rod. Alternatively, the first and second frame members 60 and 100 may be fixed with a predetermined distance therebetween by screwing them together. The point is that any structure may be used as long as the fixing means fixes the two frame members in a state where the two frame members stand substantially parallel to each other at a position separated by a predetermined distance.

【0044】[0044]

【発明の効果】以上詳細に説明したように本発明によれ
ば、専門の型枠職人によらなくても型枠の組み立てが容
易且つ正確に行えるばかりか、枠部材や型枠板は再利用
できて資源の有効活用も図れるという優れた効果を有す
る。
As described in detail above, according to the present invention, not only can the assembling of the formwork be performed easily and accurately without the use of a specialized formworker, but also the frame members and the formwork plates can be reused. It has an excellent effect that resources can be effectively used.

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

【図1】第一実施形態に用いる枠部材10を示す図であ
り、同図(a)は枠部材10を一方の面側から見た斜視
図、同図(b)は他方の面側から見た斜視図である。
1A and 1B are diagrams showing a frame member 10 used in a first embodiment, wherein FIG. 1A is a perspective view of the frame member 10 viewed from one surface side, and FIG. It is the perspective view seen.

【図2】組み立てた型枠の側断面図である。FIG. 2 is a side sectional view of the assembled formwork.

【図3】図2を矢印A方向から見た図である。FIG. 3 is a view of FIG. 2 viewed from the direction of arrow A.

【図4】図2を矢印B方向から見た図である。FIG. 4 is a view of FIG. 2 as viewed from the direction of arrow B.

【図5】第一実施形態の変形例を示す側断面図である。FIG. 5 is a side sectional view showing a modification of the first embodiment.

【図6】第二実施形態に用いる第一の枠部材60を示す
図であり、同図(a)は枠部材60を一方の面側から見
た斜視図、同図(b)は他方の面側から見た斜視図であ
る。
FIGS. 6A and 6B are views showing a first frame member 60 used in the second embodiment, wherein FIG. 6A is a perspective view of the frame member 60 viewed from one surface side, and FIG. It is the perspective view seen from the surface side.

【図7】第二の枠部材100を示す図であり、同図
(a)は枠部材100を一方の面側から見た斜視図、同
図(b)は他方の面側から見た斜視図である。
7A and 7B are diagrams showing a second frame member 100, wherein FIG. 7A is a perspective view of the frame member 100 viewed from one surface side, and FIG. 7B is a perspective view of the frame member 100 viewed from the other surface side. FIG.

【図8】第一,第二の枠部材60,100を用いてL型
擁壁の上端辺にさらに生コンクリートの増し打ちするた
めの型枠を形成する方法を示す側断面図である。
FIG. 8 is a side cross-sectional view showing a method of forming a formwork for additionally stamping fresh concrete on the upper end side of the L-shaped retaining wall using the first and second frame members 60 and 100.

【図9】第一実施形態の変形例を示す図である。FIG. 9 is a diagram showing a modification of the first embodiment.

【図10】他の実施形態を示す平面図である。FIG. 10 is a plan view showing another embodiment.

【図11】第二実施形態の第一の枠部材60の変形例を
示す斜視図である。
FIG. 11 is a perspective view showing a modification of the first frame member 60 of the second embodiment.

【図12】枠部材60−2を反対側から見た斜視図であ
る。
FIG. 12 is a perspective view of the frame member 60-2 as viewed from the opposite side.

【符号の説明】[Explanation of symbols]

10 枠部材 15,17 補強棒取付部 31 ボルト(固定手段) 35 パイプ(固定手段) 37 小パイプ(固定手段) 39 ナット(固定手段) 40 型枠板 50 補強棒 60 第一の枠部材 73 押え棒 83 棒(固定手段) 89 パイプ(固定手段) 100 第二の枠部材 120 ボルト(固定手段) 140 第一の型枠板 150 第二の型枠板 69 ネジ孔(高さ調整機構) 71 ガイド突起(高さ調整機構) 75 高さ調整板(高さ調整機構) 81 ボルト(高さ調整機構) DESCRIPTION OF SYMBOLS 10 Frame member 15, 17 Reinforcement rod attachment part 31 Bolt (fixing means) 35 Pipe (fixing means) 37 Small pipe (fixing means) 39 Nut (fixing means) 40 Form plate 50 Reinforcement rod 60 First frame member 73 Holding Rod 83 Rod (fixing means) 89 Pipe (fixing means) 100 Second frame member 120 Bolt (fixing means) 140 First form plate 150 Second form plate 69 Screw hole (height adjustment mechanism) 71 Guide Projection (height adjustment mechanism) 75 Height adjustment plate (height adjustment mechanism) 81 Bolt (height adjustment mechanism)

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 棒状又は板状の2本1組の枠部材と、 前記2本の枠部材を所定距離離した位置に立てた状態で
それぞれの枠部材の内側面に設置した型枠板とともに該
両枠部材を固定する固定手段とを具備してなることを特
徴とする生コンクリート打設用型枠設置器具。
1. A set of two rod-shaped or plate-shaped frame members, and a form plate set on the inner surface of each of the frame members in a state where the two frame members are set up at positions separated by a predetermined distance. Fixing means for setting a ready-mixed concrete, comprising fixing means for fixing the frame members.
【請求項2】 前記固定手段によって固定された1組の
枠部材のそれぞれ外側面に補強棒取付部を形成し、隣り
合う別の組の枠部材との間に掛け渡される補強棒をそれ
ぞれ前記補強棒取付部に取り付けることによって隣り合
う組の枠部材間に設置した型枠板をその外側から支える
ことを特徴とする請求項1記載の生コンクリート打設用
型枠設置器具。
2. A pair of frame members fixed by the fixing means, each having a reinforcing rod mounting portion formed on an outer surface thereof, and each of the reinforcing rods to be bridged between adjacent sets of frame members. The form setting device according to claim 1, wherein the form plates installed between adjacent sets of frame members are supported from outside by attaching to the reinforcing rod mounting portion.
【請求項3】 前記2本1組の枠部材の少なくとも何れ
か一方には、その先端が他方の枠部材に向かって接近・
離間するように移動する押え棒を取り付けたことを特徴
とする請求項1又は2記載の生コンクリート打設用型枠
設置器具。
3. A method according to claim 1, wherein at least one of said pair of frame members has a leading end approaching the other frame member.
3. The apparatus for setting a form for placing concrete in a ready-mixed concrete according to claim 1, further comprising a presser bar which moves so as to be separated.
【請求項4】 前記枠部材の下端には高さ調整機構を設
けたことを特徴とする請求項1又は2又は3記載の生コ
ンクリート打設用型枠設置器具。
4. The apparatus for setting a form for placing concrete in a ready-mixed concrete according to claim 1, wherein a height adjusting mechanism is provided at a lower end of the frame member.
JP6950898A 1998-03-03 1998-03-03 Mold setting equipment for ready-mixed concrete Expired - Lifetime JP2879438B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6950898A JP2879438B1 (en) 1998-03-03 1998-03-03 Mold setting equipment for ready-mixed concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6950898A JP2879438B1 (en) 1998-03-03 1998-03-03 Mold setting equipment for ready-mixed concrete

Publications (2)

Publication Number Publication Date
JP2879438B1 true JP2879438B1 (en) 1999-04-05
JPH11247440A JPH11247440A (en) 1999-09-14

Family

ID=13404765

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6950898A Expired - Lifetime JP2879438B1 (en) 1998-03-03 1998-03-03 Mold setting equipment for ready-mixed concrete

Country Status (1)

Country Link
JP (1) JP2879438B1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114046039A (en) * 2021-10-13 2022-02-15 北京市第三建筑工程有限公司 Template reinforcing structure at wall joint and construction method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114046039A (en) * 2021-10-13 2022-02-15 北京市第三建筑工程有限公司 Template reinforcing structure at wall joint and construction method thereof
CN114046039B (en) * 2021-10-13 2023-11-21 北京市第三建筑工程有限公司 Template reinforcing structure at joint of wall and construction method thereof

Also Published As

Publication number Publication date
JPH11247440A (en) 1999-09-14

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