JPH08209927A - Form board - Google Patents

Form board

Info

Publication number
JPH08209927A
JPH08209927A JP4247595A JP4247595A JPH08209927A JP H08209927 A JPH08209927 A JP H08209927A JP 4247595 A JP4247595 A JP 4247595A JP 4247595 A JP4247595 A JP 4247595A JP H08209927 A JPH08209927 A JP H08209927A
Authority
JP
Japan
Prior art keywords
plate
main body
upper edge
edge portion
section
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.)
Granted
Application number
JP4247595A
Other languages
Japanese (ja)
Other versions
JP2813967B2 (en
Inventor
Toshio Masuda
俊夫 増田
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.)
MARUKAMI KOMUTEN KK
Original Assignee
MARUKAMI KOMUTEN 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 MARUKAMI KOMUTEN KK filed Critical MARUKAMI KOMUTEN KK
Priority to JP7042475A priority Critical patent/JP2813967B2/en
Publication of JPH08209927A publication Critical patent/JPH08209927A/en
Application granted granted Critical
Publication of JP2813967B2 publication Critical patent/JP2813967B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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

Abstract

PURPOSE: To conduct assembly operation and removal operation simply. CONSTITUTION: An upper edge section 11 is formed so as to be projected in the direction orthogonal to the surface of a main body section 10, that is, in an inverted channel shape that a lower section is opened to the upper section of the main body section 10 made of a metal plate to the main body section 10, and the receiving ports 11a of control rods 2 are formed to the upper end section 11. Either one end of left and right ends or both ends in the upper edge section 11 is notched, and the main body section 10 in the lower section of one end is used as a joining end 14 with an adjacent form board 1. Guide pipes 12 are fitted into the receiving ports 11a of the control rods 2 along the main body section 10. Accordingly, assembly operation and removal operation are conducted simply in a short time, with a good workability, and the executed can be done at low cost.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の目的】[Object of the invention]

【産業上の利用分野】本発明はコンクリート製の建築物
用の型枠に関するものであって、特に比較的浅いコンク
リート基礎を打設する際に適した新規な型枠板に係るも
のである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete formwork for a building, and more particularly to a novel formwork plate suitable for placing a relatively shallow concrete foundation.

【0002】[0002]

【発明の背景】従来コンクリートを打設する際に用いる
型枠板は、いわゆるコンパネと称される合板を適宜加工
して用いたものや、更には循環使用により適するように
金属製の規格形状のものも普及しつつある。このうち金
属製のものは循環使用されることに因み、汎用性を要求
されるものであるから、おおむね平板状の本体の四周縁
部のほか、コンクリート押さえ面の反対面である外面に
も適宜リブ状の補強が設けられ、平板状の本体の外面は
かなり凹凸が生ずる形状を有するものであった。ところ
で、本発明者はすでに建築物・構築物の基礎構造として
新規な構築用基礎並びにその施工方法を案出し、特願平
6−201331号として提案に及んでいる。このもの
は、基礎の強度メンバーとして形鋼を用い、施工能率が
良く、正確な施工ができ、且つ基礎高さを低く抑えるこ
とができる新規な構築用基礎並びにその施工方法の開発
を試みたものである。
BACKGROUND OF THE INVENTION Conventionally, the formwork plate used for pouring concrete is a plywood so-called control panel that is appropriately processed and used, or a metal standard shape suitable for recycling. Things are becoming popular. Of these, the metal ones are required to have versatility due to being used in circulation, so not only on the four edges of the flat plate-shaped main body but also on the outer surface opposite to the concrete holding surface. A rib-shaped reinforcement was provided as appropriate, and the outer surface of the flat plate-shaped main body had a shape with considerable unevenness. By the way, the present inventor has already devised a new construction foundation and a construction method thereof as a foundation structure of a building / construction, and has proposed it as Japanese Patent Application No. 6-201331. This is an attempt to develop a new construction foundation and its construction method that use shaped steel as a strength member of the foundation, have good construction efficiency, can be accurately constructed, and can keep the foundation height low. Is.

【0003】このような浅い基礎の施工状況において、
従来型の金属製型枠板を用いたのでは、型枠板の取り扱
い(組立作業や取り外し作業)手法は従来手法をほとん
ど踏襲することになり、先の発明の利点を充分に生かし
きれない。具体的にはこのような構造の基礎では、その
高さが浅いこともあって、コンクリートを打設する高さ
は、一枚の型枠板の高さ以内で済み、従って後述するよ
うに、コンクリートの打設にあたっての押さえは、下方
においては外側から土砂等を根切り部分に充填するよう
に埋め込むことによって行うことができる結果となった
のである。しかしながら従来の型枠板では、このように
しても取り外しの際には土砂等をほとんど取り除かなけ
れば型枠板の取り外しができず、先の発明の利点が生か
されないのである。
In such a shallow foundation construction situation,
If a conventional metal mold plate is used, the method of handling (assembling or removing) the mold plate almost follows the conventional method, and the advantages of the previous invention cannot be fully utilized. Specifically, in the foundation of such a structure, since the height may be shallow, the height for placing concrete may be within the height of one formwork plate, and thus, as will be described later, The result is that pressing down when pouring concrete can be done by filling the root cutting part from the outside so that the root cutting part is filled from the outside. However, even if the conventional form plate is removed in this way, the form plate cannot be removed unless the earth and sand are removed at the time of removal, and the advantage of the above-described invention cannot be utilized.

【0004】[0004]

【開発を試みた技術的事項】本発明はこのような背景を
考慮してなされたものであって、その組立操作、取り外
し操作を簡単に行うことができる新規な型枠板の開発を
試みたものである。
[Technical Items Attempted to Develop] The present invention has been made in view of such a background, and an attempt has been made to develop a new form plate which can be easily assembled and removed. It is a thing.

【0005】[0005]

【発明の構成】Configuration of the Invention

【目的達成の手段】まず請求項1記載の型枠板は、金属
平板製の本体部に対し、その上方に上縁部を本体部の面
と直交する方向に張り出すように形成し、且つこの上縁
部には操作ロッドの受入口を形成したことを特徴として
成る。
First of all, the mold plate according to the first aspect of the present invention has a main body made of a flat metal plate, and an upper edge portion formed above the main body so as to project in a direction orthogonal to the surface of the main body. This upper edge is characterized in that a receiving port for the operating rod is formed.

【0006】また請求項2記載の型枠板は、前記要件に
加え、前記上縁部は本体部と同一部材により構成されて
おり、且つ下方が開放された逆チャンネル状に構成され
ていることを特徴として成る。
In addition to the above requirements, the mold plate according to a second aspect of the invention is such that the upper edge portion is formed of the same member as the main body portion, and is formed in an inverted channel shape whose lower portion is open. Features.

【0007】更にまた請求項3記載の型枠板は、前記要
件に加え、前記上縁部は左右どちらか一端または両端が
切り欠かれ、その下方の本体部を隣り合う型枠板との接
合端としていることを特徴として成る。
Further, in addition to the above requirements, the mold frame according to a third aspect of the present invention is such that the upper edge portion is cut out at either one of the left and right ends or both ends thereof, and the lower main body portion is joined to an adjacent mold frame plate. It is characterized by the end.

【0008】更にまた請求項4記載の型枠板は、前記要
件に加え、前記操作ロッドの受入口内には、本体部に沿
うように案内管が設けられていることを特徴として成
る。これら発明により前記目的を達成しようとするもの
である。
Further, in addition to the above requirements, the form plate according to claim 4 is characterized in that a guide tube is provided along the main body in the receiving port of the operating rod. The above objects are intended to be achieved by these inventions.

【0009】[0009]

【発明の作用】型枠板により型枠を構成するにあたって
は、まずコンクリートを打設する設計寸法に応じて、型
枠板を上縁部を上にして長手方向に連接していく。型枠
板の接合端を、隣り合う型枠板の上縁部内あるいはその
内面側に位置させる。そしてこの状態で固定するため、
接続部材により型枠板の重なった個所の上方から挟み込
むようにして隣り合う型枠板同士を接続する。
In constructing a mold with a mold plate, first, the mold plates are connected in the longitudinal direction with the upper edge of the mold plate facing upward in accordance with the design dimensions for placing concrete. The joint end of the form plate is located within the upper edge of the adjacent form plate or on the inner surface side thereof. And to fix in this state,
The adjacent form frame plates are connected to each other so as to be sandwiched by the connecting member from above the overlapping portion of the form frame plates.

【0010】一方、上縁部の受入口に操作ロッドを上方
からほぼ垂直に挿入し、根切りされた設置面に操作ロッ
ドの下端を埋設する。また対面する型枠板の間に適宜補
強架設バーを張り渡す。そして以上のようにして型枠を
形成した後、型枠を囲うようにして押さえ砂を根代と型
枠板との隙間に充填し、適宜型枠の内面側に離型剤を塗
布してコンクリートの打設が行われる。
On the other hand, the operating rod is inserted into the receiving opening of the upper edge portion from above substantially vertically, and the lower end of the operating rod is embedded in the installation surface cut off. In addition, a reinforcing erection bar is stretched between the facing form plates. Then, after forming the formwork as described above, filling the gap between the root margin and the formwork plate so as to surround the formwork, and appropriately apply a release agent to the inner surface side of the formwork. Concrete is placed.

【0011】そして一定時間打設されたコンクリートの
養生を行った後、型枠の取り外しを行う。取り外しにあ
たっては、まず型枠板を接続している接続部材並びに補
強架設バーを取り外す。そして押さえ砂にホース等で水
を注入し、押さえ砂を全体として液状化することにより
その押さえを解除した状態とする。もちろんこのような
工程を経なくても取り外せる場合には、このような作業
を行う必要はない。
Then, the concrete that has been cast for a certain period of time is cured, and then the form is removed. When removing, first remove the connecting member connecting the formwork plate and the reinforcing erection bar. Then, water is injected into the pressing sand with a hose or the like, and the pressing sand is liquefied as a whole so that the pressing is released. Of course, it is not necessary to perform such work if it can be removed without going through such steps.

【0012】押さえ砂の押さえが解除状態となったら、
上縁部の受入口に差し込まれた操作ロッドを内面側及び
外面側にこじるようにして型枠板をコンクリート面から
剥離させる。そして型枠板がコンクリート面から剥離し
たら、操作ロッドを受入口から抜き取って、型枠板を上
方に引き抜いて基礎から取り外す。なおこのように押さ
え砂を除去することなく、型枠板を上方へ引き抜くこと
によって取り外せるのは、特に本発明において、型枠板
の本体部が補強リブなどを有せず平坦となっているこ
と、及び基礎の深さをが浅いことから可能となってい
る。
When the pressing sand is released,
The mold plate is peeled off from the concrete surface by twisting the operation rod inserted into the inlet of the upper edge portion toward the inner surface side and the outer surface side. When the form plate is separated from the concrete surface, the operation rod is pulled out from the receiving port, and the form plate is pulled out upward to remove it from the foundation. It should be noted that it is particularly preferable in the present invention that the main body of the mold plate is flat without any reinforcing rib or the like in order to remove the mold plate by pulling it upward without removing the pressing sand. It is possible because of the shallow depth of the foundation.

【0013】[0013]

【実施例】以下本発明を図示の実施例に基づいて具体的
に説明する。図1中、符号BはI形鋼やH形鋼と、鉄筋
等を組み合わせて形成した鋼製の基礎梁であり、符号A
が本発明の型枠板1が組み合わされて構成される型枠で
ある。また符号Gは根代であり、符号Sは押さえ砂であ
る。なお基礎梁Bとしては単に鉄筋を配筋したものなど
適宜の構成のもので構わない。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be specifically described below with reference to illustrated embodiments. In FIG. 1, symbol B is a steel foundation beam formed by combining I-shaped steel and H-shaped steel with reinforcing bars and the like, and symbol A
Is a formwork constructed by combining formwork plates 1 of the present invention. The symbol G is the root and the symbol S is the sand. The foundation beam B may be of an appropriate structure such as a reinforcing bar.

【0014】まず型枠Aは本発明の型枠板1と、一例と
して操作ロッド2と、接続部材3と、補強架設バー4と
から成る。
First, the mold A is composed of the mold plate 1 of the present invention, an operation rod 2 as an example, a connecting member 3, and a reinforcing erection bar 4.

【0015】以下各部材について説明する。まず本発明
の型枠板1は、一例として矩形状の金属平板により形成
したもので、本実施例では説明のため型枠板1の面につ
いて、打設されるコンクリートCと接する面を内面と定
義し、その反対面を外面と定義する。具体的には型枠板
1は、矩形状の金属平板の上端を外面側に折り曲げて形
成されており、図2に示すように平板状の本体部10
と、本体部10の面と直交する方向に張り出し、側面か
ら見て下方が開放した逆チャンネル状に形成された上縁
部11とを有している。そしてこの上縁部11の上面に
は、操作ロッド2をほぼ垂直方向に受け入れる受入口1
1aが開口されている。なお特許請求の範囲でいう本体
部10の面と直交する方向に張り出すとは、厳密な意味
での直交のみではなく、操作ロッド2を受け入れる範囲
内である程度傾斜されているものも含むものである。
Each member will be described below. First, the formwork plate 1 of the present invention is formed by a rectangular metal flat plate as an example. In this embodiment, for the sake of explanation, the surface of the formwork plate 1 is the inner surface which is in contact with the concrete C to be cast. The outer surface is defined as the opposite surface. Specifically, the formwork plate 1 is formed by bending the upper end of a rectangular metal flat plate to the outer surface side, and as shown in FIG.
And an upper edge portion 11 formed in a reverse channel shape, which projects in a direction orthogonal to the surface of the main body portion 10 and is open downward at the side view. On the upper surface of the upper edge portion 11, the receiving port 1 for receiving the operation rod 2 in a substantially vertical direction is provided.
1a is opened. It should be noted that the term “projecting in the direction orthogonal to the surface of the main body 10” in the claims means not only the strict sense in the strict sense, but also the thing that is inclined to some extent within the range for receiving the operation rod 2.

【0016】また更に一例としてこの受入口11a内に
は本体部10に沿うようにして円筒状の案内管12が設
けられ、操作ロッド2の垂直方向へのスムーズな受け入
れ、及びその姿勢維持が図られている。また外面側から
見て型枠板1の片方端には、上縁部11を切り欠いたジ
ョイント用切欠13を設け、この下方の本体部10が隣
り合う型枠板1との接合端14としている。なお図1の
実施例においては、この接合端14を、右に有したもの
と左に有したものの二種を示しているが、その他型枠A
全体を組み立てるにおいては、図3に示すように接合端
14を有しない型枠板1や左右両端に接合端14を有す
る型枠板1を型枠Aの適宜の個所に組み合わせて用いる
ようにしても構わない。なお上縁部11は、基本的には
操作ロッド2を係止するものだが、後述する接続部材3
及び補強架設バー4の支持部4aに嵌合して接続する作
用をも有している。
As a further example, a cylindrical guide tube 12 is provided in the receiving port 11a along the main body 10 to smoothly receive the operating rod 2 in the vertical direction and maintain its posture. Has been. Further, as seen from the outer surface side, one end of the mold plate 1 is provided with a joint notch 13 which is a notch in the upper edge portion 11, and the lower main body portion 10 serves as a joint end 14 with the adjacent mold plate 1. There is. In the embodiment of FIG. 1, two types of joint ends 14 are shown, one on the right side and one on the left side.
In assembling the whole, as shown in FIG. 3, the form plate 1 having no joint end 14 or the form plate 1 having joint ends 14 at the left and right ends is used in combination at an appropriate position of the form A. I don't mind. The upper edge portion 11 basically locks the operation rod 2, but the connecting member 3 described later.
It also has an action of fitting and connecting to the supporting portion 4a of the reinforcing erection bar 4.

【0017】次に操作ロッド2について説明する。この
ものは図2に示すように一例として鋼製金属棒で、前記
型枠板1の上縁部11の受入口11aに挿入し、コンク
リートCを打設する部位の下面に立ち上げ、型枠板1を
支承するとともに、図5に示すように型枠板1の取り外
し時にはこれをこじるようにして型枠板1をコンクリー
トCから剥離するものである。なおこの操作ロッド2の
形状としては、円形のほか、三角や四角などの角形も適
宜選択し得る。
Next, the operating rod 2 will be described. As shown in FIG. 2, this is a steel metal rod as an example, which is inserted into the receiving port 11a of the upper edge portion 11 of the form plate 1 and is erected on the lower surface of the portion where the concrete C is cast, The plate 1 is supported, and the form plate 1 is peeled off from the concrete C by prying it when the form plate 1 is removed as shown in FIG. In addition to the circular shape, the operating rod 2 may have a rectangular shape such as a triangular shape or a square shape.

【0018】次に接続部材3について説明する。このも
のは、図2に示すように前記型枠板1を連接して設置す
るときに、型枠板1同士の重なった連接部位を上端より
挾持して接続するものである。具体的には、金属平板を
折り曲げて、断面形状がコの字状に形成されている。
Next, the connecting member 3 will be described. As shown in FIG. 2, when the mold frame plates 1 are connected to each other and installed, the overlapped connection parts of the mold frame plates 1 are sandwiched and connected from the upper end. Specifically, a metal flat plate is bent to form a U-shaped cross section.

【0019】次に補強架設バー4について説明する。こ
のものは図2に示すように対面する型枠板1の間に張り
渡され、型枠板1が傾倒しないように支持する杆状部材
であって、その両端には型枠板1への接続を行うための
下方に開口したコの字状の支持部4aを具えている。
Next, the reinforcing erection bar 4 will be described. As shown in FIG. 2, this is a rod-shaped member that is stretched between the facing formwork plates 1 and supports the formwork plate 1 so that it does not tilt. It is provided with a U-shaped support portion 4a which is opened downward for connection.

【0020】また符号5はコーナー板であって、図2に
示すように一例として型枠板1の外面方向に屈曲した連
接部に生じる隙間から生コンクリートCが流出しないよ
うに設けるものである。
Further, reference numeral 5 is a corner plate, which is provided so that the fresh concrete C does not flow out from the gap formed in the connecting portion bent toward the outer surface of the form plate 1 as shown in FIG.

【0021】本発明の型枠板1は以上のように構成され
るものであって、これを使用するときにはまず設計寸法
に応じて型枠板1を上縁部11を上にして長手方向に連
接していく。このとき直線個所においては、図8に示す
ように型枠板1の接合端14を、隣り合う型枠板1の上
縁部11内あるいはその内面側に位置させる。そしてこ
の状態で固定するため、接続部材3により型枠板1の上
方から挟み込むようにして隣り合う型枠板1同士を接続
する。また外面方向に屈曲した連接部においては、接合
端14は邪魔となるため、一例として図2に示すように
ジョイント用切欠13のない方を隣接させる。そしてコ
ーナー板5を内面側に沿わせた状態で、接続部材3によ
り型枠板1の上方から挟み込む。従って隣接する型枠板
1はコーナー板5を介して接続される。
The formwork plate 1 of the present invention is constructed as described above, and when it is used, the formwork plate 1 is first set in the longitudinal direction with the upper edge portion 11 facing upward in accordance with the design dimensions. Connect to each other. At this time, in the straight line portion, as shown in FIG. 8, the joint end 14 of the mold frame plate 1 is positioned inside the upper edge portion 11 of the adjacent mold frame plate 1 or on the inner surface side thereof. In order to fix in this state, adjacent form frame plates 1 are connected to each other so as to be sandwiched by the connecting member 3 from above the form frame plates 1. Further, since the joint end 14 becomes a hindrance in the connecting portion bent in the outer surface direction, as shown by way of example in FIG. Then, with the corner plate 5 along the inner surface side, the connecting member 3 sandwiches the mold plate 1 from above. Therefore, the adjacent form plates 1 are connected via the corner plates 5.

【0022】一方、上縁部11の受入口11aに操作ロ
ッド2を上方からほぼ垂直に挿入し、下面の設置面に操
作ロッド2の下端を埋設する。
On the other hand, the operating rod 2 is inserted into the receiving port 11a of the upper edge portion 11 substantially vertically from above, and the lower end of the operating rod 2 is embedded in the installation surface of the lower surface.

【0023】そして以上のように型枠板1を連接してい
きながら、図2に示すように対面する型枠板1の間に補
強架設バー4を張り渡す。具体的には補強架設バー4の
支持部4aを型枠板1上部の上縁部11に挟み込んで補
強架設バー4を型枠板1に接続する。なお補強架設バー
4は、対面する型枠板1の間なら適宜の個所に設置でき
るが、型枠板1の接合個所に設ける方が、接続部材3の
役割も果たすため好ましい。
While connecting the form plates 1 as described above, the reinforcing erection bar 4 is stretched between the facing form plates 1 as shown in FIG. Specifically, the supporting portion 4a of the reinforcing erection bar 4 is sandwiched by the upper edge portion 11 of the upper part of the form plate 1 to connect the reinforcing erection bar 4 to the form plate 1. The reinforcing erection bar 4 can be installed at an appropriate place between the facing formwork plates 1, but it is preferable to provide it at the joining part of the formwork plate 1 because it also plays the role of the connecting member 3.

【0024】そして以上のようにして型枠Aを形成した
後、図4に示すように型枠Aの外面側と根代Gとの隙間
に押さえ砂S等を充填して埋め、型枠Aの押さえとす
る。そして適宜型枠Aの内面側に離型剤を塗布してコン
クリートCの打設が行われるが、型枠板1は操作ロッド
2と、補強架設バー4により強固に支承されているた
め、例えばコンクリートCを打設する際のショックによ
り傾倒するなどして、その設計寸法を狂わすことがな
く、所望の形状にコンクリートCを形成できる。
After forming the form A as described above, as shown in FIG. 4, the space between the outer surface of the form A and the root G is filled with filling sand S or the like to fill the form A. And hold down. Then, a mold release agent is appropriately applied to the inner surface of the mold A to pour concrete C, but since the mold plate 1 is firmly supported by the operation rod 2 and the reinforcing erection bar 4, for example, It is possible to form the concrete C into a desired shape without tilting the concrete C due to a shock when the concrete C is placed and thereby changing its design dimension.

【0025】そして一定時間コンクリートCの養生を行
った後、図4に示すように型枠Aの取り外しを行う。取
り外しにあたっては、まず型枠板1を接続している接続
部材3並びに補強架設バー4を取り外す。そして押さえ
砂Sにホース等で水を注入し、押さえ砂Sを全体として
液状化することによりその押さえを解除した状態とす
る。もちろんこのような工程を経なくても取り外せる場
合には、このような作業を行う必要はない。
After the concrete C is cured for a certain period of time, the form A is removed as shown in FIG. For removal, first, the connecting member 3 connecting the form frame plate 1 and the reinforcing erection bar 4 are removed. Then, water is injected into the pressing sand S with a hose or the like, and the pressing sand S is liquefied as a whole, so that the pressing is released. Of course, it is not necessary to perform such work if it can be removed without going through such steps.

【0026】そして本発明の特徴として、上縁部11の
受入口11aに差し込まれた操作ロッド2を図5に示す
ように内面側及び外面側にこじるようにして型枠板1を
コンクリートC面から剥離させる。そして型枠板1がコ
ンクリートC面から剥離したら、操作ロッド2を受入口
11aから抜き取って、型枠板1を上方に引き抜いて基
礎から取り外す。なおこのような上方への引き抜きによ
る型枠板1の取り外しは、特に本発明において、型枠板
1の本体部10が補強リブなどを有せず平坦となってい
ること、及び基礎の深さをが浅いことから可能となって
いる。また本発明の型枠板1は浅い基礎のほか、深い基
礎にももちろん適用できるものであって、このような深
い基礎に適用した場合にも設置作業性及び取り外し作業
性等に優れる。そして更に本発明の型枠板1は基礎構築
時の型枠Aのほか、その他建築物の適宜のコンクリート
打設個所の型枠にも適用できる。
As a feature of the present invention, as shown in FIG. 5, the operating rod 2 inserted into the receiving port 11a of the upper edge portion 11 is twisted to the inner surface side and the outer surface side so that the formwork plate 1 is fixed to the concrete C surface. Peel from. When the formwork plate 1 is separated from the concrete C surface, the operation rod 2 is pulled out from the receiving port 11a, and the formwork plate 1 is pulled out upward to be removed from the foundation. In addition, in order to remove the mold frame plate 1 by pulling it upward, the main body portion 10 of the mold frame plate 1 is flat without any reinforcing ribs and the depth of the foundation is particularly high in the present invention. It is possible because of the shallow depth. Further, the formwork plate 1 of the present invention can be applied not only to a shallow foundation but also to a deep foundation, and even when applied to such a deep foundation, it is excellent in installation workability and removal workability. Further, the formwork plate 1 of the present invention can be applied not only to the formwork A at the time of constructing the foundation, but also to the formwork at an appropriate concrete pouring place of a building.

【0027】[0027]

【他の実施例】本発明は以上のものを基本実施例とする
ものだが、以下のように改変しても構わない。すなわち
図7(a)は上縁部11を側面から見て逆L字形状とし
た実施例である。このように上縁部11を構成した場
合、上縁部11の形成加工が楽である。
Other Embodiments The present invention is based on the above-mentioned basic embodiments, but may be modified as follows. That is, FIG. 7A shows an embodiment in which the upper edge portion 11 has an inverted L shape when viewed from the side. When the upper edge portion 11 is configured in this way, the forming processing of the upper edge portion 11 is easy.

【0028】また上縁部11の形状としては、その他図
7(b)に示すように側面をT字状としてもよいし、図
7(c)に示すように本体部10上方のうち下部に位置
するように設置しても構わない。
The upper edge portion 11 may have a T-shaped side surface as shown in FIG. 7 (b), or may be in the lower portion of the upper portion of the main body portion 10 as shown in FIG. 7 (c). You may install so that it may be located.

【0029】また上縁部11は図8(a)に示すように
長さ方向(横方向)に切り欠いて実施しても構わない。
The upper edge portion 11 may be cut out in the longitudinal direction (lateral direction) as shown in FIG. 8 (a).

【0030】また図8(b)に示すように、上縁部11
に把手15を設けておき、型枠板1の取り外し時の作業
性を向上させるようにしておいても構わない。
Further, as shown in FIG. 8B, the upper edge portion 11
A handle 15 may be provided on the above so as to improve workability at the time of removing the form frame plate 1.

【0031】また図8(c)はコーナー用の型枠板1と
して、接合端14をあらかじめ屈曲させたものである。
このように構成した場合は、コーナー板5等は必要な
い。
Further, FIG. 8 (c) shows a form plate 1 for a corner in which the joint end 14 is bent in advance.
With this structure, the corner plate 5 and the like are not necessary.

【0032】[0032]

【発明の効果】本発明は以上述べたような構成を有する
ものであり、以下のような効果を奏する。請求項1記載
の型枠板によれば、型枠板1に操作ロッド2を支承する
ための受入口11aを有する上縁部11が具えられてい
るため、型枠板1の設置時においては、操作ロッド2を
受入口11aにほぼ垂直方向に挿入し、根代Gの底面に
例えば突き刺すことにより、型枠板1の姿勢維持の補強
が行える。また取り外し時においては、操作ロッド2を
こじるようにして型枠板1をコンクリートC面から剥離
することができる。そして型枠板1の本体部10は、補
強リブ等を有さず平坦であるため、押さえ砂S等を除去
することなく簡単に形成された基礎から取り外せる。
The present invention has the above-described configuration and has the following effects. According to the formwork plate of claim 1, since the formwork plate 1 is provided with the upper edge portion 11 having the receiving port 11a for supporting the operation rod 2, when the formwork plate 1 is installed, By inserting the operating rod 2 into the receiving port 11a in a substantially vertical direction and piercing the bottom surface of the root G, for example, the posture maintenance of the form frame plate 1 can be reinforced. Further, at the time of removal, the mold plate 1 can be peeled from the concrete C surface by twisting the operation rod 2. Since the main body portion 10 of the mold frame plate 1 is flat without any reinforcing rib or the like, it can be easily removed from the foundation formed without removing the pressing sand S and the like.

【0033】請求項2記載の型枠板によれば、上縁部1
1は、金属平板の上端を外面側に向け折り曲げ、下方が
開放した逆チャンネル状に形成した簡単な構造であるた
め、比較的安価に実施することができ、製作コスト等が
かからない。
According to the form plate of claim 2, the upper edge portion 1
1 has a simple structure in which the upper end of the metal flat plate is bent toward the outer surface side and is formed in an inverted channel shape with the lower part open, so that it can be implemented at a relatively low cost and does not require manufacturing cost.

【0034】請求項3記載の型枠板によれば、隣り合う
型枠板1同士の間に隙間が生じないため、コンクリート
Cを打設する際に生コンクリートCが流出するようなこ
とがない。またこのような効果を奏するにもかかわら
ず、型枠板1の設置作業は従来と変わらず置くだけでよ
く、作業性に優れる。
According to the formwork plate of claim 3, since no gap is formed between the adjacent formwork plates 1, the fresh concrete C does not flow out when the concrete C is placed. . Further, in spite of having such an effect, the work of installing the form plate 1 can be simply put as in the conventional case, and the workability is excellent.

【0035】請求項4記載の型枠板によれば、操作ロッ
ド2の受入口11a内に案内管12が設けられているた
め、操作ロッド2の垂直方向へのスムーズな受け入れが
行え、またその姿勢が崩れず維持される。
According to the frame plate of claim 4, since the guide tube 12 is provided in the receiving port 11a of the operating rod 2, the operating rod 2 can be smoothly received in the vertical direction, and The posture is maintained and maintained.

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

【図1】本発明の型枠板を使用して基礎を形成する実施
例を示す斜視図である。
FIG. 1 is a perspective view showing an embodiment in which a foundation is formed using the mold plate of the present invention.

【図2】同上型枠板並びに操作ロッド、接続部材及び補
強架設バーを用いて型枠を形成する実施例を示す斜視図
である。
FIG. 2 is a perspective view showing an embodiment in which a mold is formed using the same mold plate, operating rod, connecting member, and reinforcing erection bar.

【図3】同上型枠板の接合端の二種の他の実施例を示す
斜視図である。
FIG. 3 is a perspective view showing another example of two kinds of joint ends of the same mold plate.

【図4】同上型枠板を使用して型枠を構成し、コンクリ
ートを打設する様子を示す斜視図である。
FIG. 4 is a perspective view showing a state in which a mold is constructed using the same mold plate and concrete is poured.

【図5】同上型枠板の取り外しの様子を示す縦断側面図
である。
FIG. 5 is a vertical cross-sectional side view showing the removal of the above mold frame plate.

【図6】完成した構築用基礎を示す斜視図である。FIG. 6 is a perspective view showing a completed construction foundation.

【図7】本発明の型枠板の上縁部の他の種々の実施例を
示す斜視図である。
FIG. 7 is a perspective view showing various other embodiments of the upper edge portion of the mold plate of the present invention.

【図8】同上上縁部の他の二種の実施例及び接合端の他
の一種の実施例を示す斜視図である。
FIG. 8 is a perspective view showing another two examples of the upper edge portion and another one example of the joining end of the same.

【符号の説明】[Explanation of symbols]

1 型枠板 2 操作ロッド 3 接続部材 4 補強架設バー 4a 支持部 5 コーナー板 10 本体部 11 上縁部 11a 受入口 12 案内管 13 ジョイント用切欠 14 接合端 15 把手 A 型枠 B 基礎梁 C コンクリート G 根代 S 押さえ砂 DESCRIPTION OF SYMBOLS 1 Form plate 2 Operation rod 3 Connecting member 4 Reinforcement installation bar 4a Support part 5 Corner plate 10 Main body part 11 Upper edge part 11a Receiving port 12 Guide tube 13 Notch for joint 14 Joint end 15 Handle A Form B Foundation beam C Concrete G Roots S Holding sand

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 金属平板製の本体部に対し、その上方に
上縁部を本体部の面と直交する方向に張り出すように形
成し、且つこの上縁部には操作ロッドの受入口を形成し
たことを特徴とする型枠板。
1. A main body made of a flat metal plate is formed with an upper edge portion projecting above the main body portion in a direction orthogonal to the surface of the main body portion, and a receiving opening for an operating rod is provided at the upper edge portion. Formed plate characterized by being formed.
【請求項2】 前記上縁部は本体部と同一部材により構
成されており、且つ下方が開放された逆チャンネル状に
構成されていることを特徴とする請求項1記載の型枠
板。
2. The mold plate according to claim 1, wherein the upper edge portion is formed of the same member as the main body portion, and is formed in an inverted channel shape whose lower portion is opened.
【請求項3】 前記上縁部は左右どちらか一端または両
端が切り欠かれ、その下方の本体部を隣り合う型枠板と
の接合端としていることを特徴とする請求項1または2
記載の型枠板。
3. The upper edge portion is notched at either one end or both ends on the right and left sides, and the main body portion below the upper edge portion is a joining end with an adjacent form plate.
Formwork plate as described.
【請求項4】 前記操作ロッドの受入口内には、本体部
に沿うように案内管が設けられていることを特徴とする
請求項1、2または3記載の型枠板。
4. The mold plate according to claim 1, 2 or 3, wherein a guide tube is provided inside the receiving opening of the operation rod along the main body.
JP7042475A 1995-02-07 1995-02-07 Formwork plate Expired - Fee Related JP2813967B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7042475A JP2813967B2 (en) 1995-02-07 1995-02-07 Formwork plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7042475A JP2813967B2 (en) 1995-02-07 1995-02-07 Formwork plate

Publications (2)

Publication Number Publication Date
JPH08209927A true JPH08209927A (en) 1996-08-13
JP2813967B2 JP2813967B2 (en) 1998-10-22

Family

ID=12637093

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7042475A Expired - Fee Related JP2813967B2 (en) 1995-02-07 1995-02-07 Formwork plate

Country Status (1)

Country Link
JP (1) JP2813967B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111502260A (en) * 2020-05-15 2020-08-07 南通大学 Kitchen and bathroom waterproof guide wall and plate integral pouring and shaping mold construction method

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63118206A (en) * 1986-11-07 1988-05-23 株式会社竹中工務店 Manufacture of pc block by production at site

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63118206A (en) * 1986-11-07 1988-05-23 株式会社竹中工務店 Manufacture of pc block by production at site

Also Published As

Publication number Publication date
JP2813967B2 (en) 1998-10-22

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