JPH0726715A - Forming method of concrete form and tightener to be used therefor - Google Patents

Forming method of concrete form and tightener to be used therefor

Info

Publication number
JPH0726715A
JPH0726715A JP19675293A JP19675293A JPH0726715A JP H0726715 A JPH0726715 A JP H0726715A JP 19675293 A JP19675293 A JP 19675293A JP 19675293 A JP19675293 A JP 19675293A JP H0726715 A JPH0726715 A JP H0726715A
Authority
JP
Japan
Prior art keywords
tightening
rod
reinforcing
screwed
reinforcing plate
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
JP19675293A
Other languages
Japanese (ja)
Other versions
JP2666113B2 (en
Inventor
Tsugio Miura
浦 次 男 三
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP19675293A priority Critical patent/JP2666113B2/en
Publication of JPH0726715A publication Critical patent/JPH0726715A/en
Application granted granted Critical
Publication of JP2666113B2 publication Critical patent/JP2666113B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE:To dispense with the need of disposal such as incineration by using a lightweight material. CONSTITUTION:Two rows of panels in which a plurality of form members 1 consisting of corrugated plates are overlappedly joined to the end parts of the adjacent form members 1 are erected in such a way that the respective joining parts are opposite to each other. Between the respective joining parts of the row of the form members 1 on one side and the respective joining parts of the form members 1 on the other side row being opposite to the former, a spacer of a bar shape and provided with screws on its both ends is interposed so as to penetrate the respective joining parts, and a bolt bar 43 is provided with a flange at its end part and also provided with a female screw into which the screw of the spacer is screwed, on the inside of the end part. After the flange of the bolt bar 43 has been pressedly brought into contact with a reinforcing plate and tightly screwed in, reinforcing bars 5 consisting of deformed round bars or the like are arranged above and below the reinforcing plate. Thereon, a tightening washer is insertedly arranged so that the bolt bar is penetrated therethrough, and also a tightening nut is screwed in on the bolt bar, so that the tightening washer is pressedly brought into contact with the reinforcing bar to form a form.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、コンクリ−ト用の型枠
を簡便に形成する方法、及びそれに使用する締付具に関
するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for easily forming a mold for concrete and a fastener used for the method.

【0002】[0002]

【従来の技術】従来、コンクリ−ト用の型枠を簡易に形
成する方法として、本発明者の発明に係る特公昭63-275
01号公報及び特開平1-35147号公報に記載されたものが
ある。これら公報に記載されたものは、型枠形成用部材
として厚手の合板を用い、特殊な締付具を用いて型枠を
形成する方法であり、それ以前の一般的な工法に比べ、
簡易に型枠を形成することができるところから、有用さ
れていた。
2. Description of the Related Art Conventionally, as a method of easily forming a mold for concrete, the invention of the present inventor is disclosed in Japanese Examined Patent Publication No. 63-275.
There is one described in JP-A No. 01-35147. What is described in these publications is a method of forming a mold using a special fastening tool using a thick plywood as a member for forming a mold, and compared with a general method before that,
It was useful because the mold can be easily formed.

【0003】然し乍ら、この工法に用いられる合板は厚
みが厚くて重量が比較的重いため、価格が高い上に運搬
に不便であり、また、使用後は焼却により廃棄処分され
ていたため、廃棄処分に手数がかかるばかりでなく、焼
却時の煙による公害問題を発生するという問題点があっ
た。
However, since the plywood used in this method is thick and relatively heavy, it is expensive and inconvenient to transport. Moreover, it is disposed of by incineration after use, and therefore it is disposed of. Not only is it troublesome, but there is a problem in that pollution problems due to smoke during incineration occur.

【0004】[0004]

【発明が解決しようとする課題】本発明は、上記のよう
な従来技術に鑑み、合板を用いることなく軽量な材料を
用いて簡易に型枠を形成することができ、使用後はスク
ラップとするか、埋め込むことにより、焼却等の処分を
行なう必要のない、コンクリ−ト用の型枠形成方法及び
それに使用する締付具を提供することを、その課題とす
るものである。
In view of the above-mentioned prior art, the present invention can easily form a mold using a lightweight material without using plywood, and scraps after use. Alternatively, it is an object of the present invention to provide a mold forming method for concrete which does not require disposal such as incineration by embedding and a fastening tool used for the method.

【0005】[0005]

【課題を解決するための手段】本発明は上記課題を解決
することを目的としてなされたもので、その型枠の形成
方法の構成は、型枠に形成してコンクリ−トを流し込ん
だ場合に変形しない強度を有する波板から成る型枠部材
の複数枚を相隣る型枠部材同士の端部を重合させて接合
したものの2列を各接合部を対向させて立設し、一方の
列の型枠部材の各接合部と対向する他方の列の型枠部材
の各接合部との間に、棒状で両端部にネジを設けたスペ
−サを、前記各接合部を貫通させて介在させ、前記各接
合部の外側にスペ−サを挿通させて補強板を配し、前記
スペ−サのネジに、先端部にフランジを設けると共に該
先端部内側に前記ネジに螺合する雌ネジを設けたボルト
杆をそのフランジを前記補強板に圧接させて螺合緊締し
た後、前記補強板の上下に異形丸棒等から成る補強杆を
配し、その上に締付座金を前記ボルト杆を挿通させて配
すると共に、該ボルト杆に締付用のナットを螺合し、該
ナットを緊締して、前記締付座金を補強杆に圧接させる
ことにより、型枠を形成することを特徴とするものであ
る。
SUMMARY OF THE INVENTION The present invention has been made for the purpose of solving the above-mentioned problems, and the method of forming a mold thereof is constructed so that it is formed in a mold and a concrete is poured into the mold. Two rows of a plurality of mold members made of a corrugated plate having a strength not to be deformed and joined by superposing the end portions of the adjacent mold members to each other are erected with each joining portion facing each other. Between each joint of the mold members and the joint of the other mold member of the other row, a spacer having a rod shape and provided with screws at both ends is inserted through each joint. Then, a spacer is inserted into the outside of each of the joints to dispose a reinforcing plate, a flange is provided at the tip of the spacer screw, and a female screw is screwed to the screw inside the tip. After tightening the bolt rod provided with the flange with the reinforcing plate by pressure, the reinforcing plate is A reinforcing rod composed of deformed round bars etc. is arranged on the top and bottom, and a tightening washer is inserted on the reinforcing rod, and a nut for tightening is screwed into the bolt rod, and the nut is tightened. Then, the mold is formed by pressing the tightening washer against the reinforcing rod.

【0006】また、締付具の構成は、両側にネジを設け
たスペ−サと、型枠部材の接合部上に配する補強板と、
一側にフランジを設けると共にその内部に前記スペ−サ
のネジを螺合する雌ネジを設け他側をボルト杆に形成し
た締付部材と、前記補強板の上下部に横に配する補強杆
と、前記締付部材のボルト杆を挿通して前記補強杆をそ
れらの上から押えつける締付座金と、前記ボルト杆に螺
合し前記締付座金を前記補強杆に圧接させる締付用のナ
ットとから成り、型枠部材の接合部及び補強板にスペ−
サのネジを貫通させて該ネジに締付部材の雌ネジを螺合
緊締し、前記補強板の上下部に配した補強杆の上に締付
部材を挿通させて締付座金を配すると共に、締付部材の
ボルト杆にナットを螺合させ、該ナットを緊締すること
により締付座金を補強杆に圧接させるようにしたことを
特徴とするものである。
Further, the structure of the tightening tool is such that a spacer provided with screws on both sides, a reinforcing plate arranged on the joint portion of the form members,
A fastening member having a flange provided on one side and a female screw for screwing the screw of the spacer provided inside thereof and a bolt rod on the other side, and a reinforcing rod laterally arranged above and below the reinforcing plate. A tightening washer for inserting the bolt rod of the tightening member to press the reinforcing rod from above, and a tightening washer screwed to the bolt rod to press the tightening washer to the reinforcing rod. It consists of a nut and a spacer for the joint of the formwork member and the reinforcing plate.
The screw of the support is passed through and the female screw of the tightening member is screwed and tightened on the screw, and the tightening member is inserted through the reinforcing rods arranged on the upper and lower portions of the reinforcing plate, and the tightening washer is arranged. A nut is screwed onto the bolt rod of the tightening member, and the tightening washer is pressed against the reinforcing rod by tightening the nut.

【0007】[0007]

【発明の作用】本発明方法は、型枠を形成する型枠部材
にパネルを使用せず、型枠に形成してコンクリ−トを流
し込んだ場合に変形しない強度を有する亜鉛波鉄板等の
波板を用い、その複数枚をそれらの端部において重合接
合させたものを接合部を対向させて2列平行に配し、対
向する各接合部間に両端にネジを設けたスペ−サを介在
させて、ボルト杆を主体とする締付具により緊締するこ
とにより、スペ−サをその両端から呼び込むようにする
と共に、相隣る型枠部材を緊締連結するようにしたか
ら、型枠の形成作業を簡易に行なうことができるばかり
でなく、形成した型枠の使用済後は、剥離してスクラッ
プに供するか、そのまま埋め込むことにより、処分も簡
易に行なうことができる。
According to the method of the present invention, a corrugated plate such as a zinc corrugated iron plate having strength not to be deformed when a concrete is formed and cast into a mold without using a panel as a mold member forming the mold. A plurality of plates are superposed and joined at their ends, and the joints are arranged in parallel in two rows with the joints facing each other, and a spacer having screws at both ends is provided between the facing joints. Then, by tightening with a tightening tool mainly composed of a bolt rod, the spacers can be called from both ends thereof, and the adjacent form members are tightly connected to each other. Not only the work can be performed easily, but also after the formed mold is used, it can be easily removed by peeling it off for scrap or embedding it as it is.

【0008】[0008]

【実施例】次に、本発明の実施の一例を図により説明す
る。図1は本発明方法により形成したコンクリ−ト用型
枠の一例の正面図、図2は同じく一部拡大正面図、図3
は同じく一部拡大側面図、図4は要部の縦断側面図であ
る。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, an example of implementing the present invention will be described with reference to the drawings. FIG. 1 is a front view of an example of a concrete mold formed by the method of the present invention, FIG. 2 is a partially enlarged front view of FIG.
Similarly, FIG. 4 is a partially enlarged side view, and FIG. 4 is a vertical side view of a main part.

【0009】図において、1は亜鉛波鉄板から成る型枠
形成部材で、型枠に形成してコンクリ−トを流し込んで
内壁に圧力が掛けられても彎曲しない程度の強度を有す
るものであり、その大きさは厚さ0.25mm、幅500mmで、
高さは構築すべき壁等の高さにより決定するものとす
る。
In the figure, reference numeral 1 denotes a mold forming member made of a zinc corrugated iron plate, which has a strength such that it is not bent even if it is formed on the mold and a concrete is poured and pressure is applied to the inner wall. Its size is 0.25 mm thick and 500 mm wide,
The height shall be determined by the height of the wall to be constructed.

【0010】2は両端側にネジ21を設けたスペ−サ、22
はナットから成るその座金、3は前記型枠形成部材1の
複数枚をそれらの両側を重合した上に配した補強板で、
高さ方向中央部に重合した型枠形成部材1の凹部に嵌合
する突条31を設けてあり、スペ−サ2のネジ21部の先端
を型枠形成部材1の重合接合部及び補強板3を挿通して
突出させるようにする。
2 is a spacer having screws 21 at both ends, 22
Is a washer made of a nut, and 3 is a reinforcing plate in which a plurality of the formwork forming members 1 are superposed on both sides thereof,
A protrusion 31 is provided at the center in the height direction so as to fit in the recess of the mold forming member 1, and the tip of the screw 21 of the spacer 2 is overlapped with the mold forming member 1 and the reinforcing plate. Insert 3 to make it protrude.

【0011】4は、一側にフランジ41を設けると共にそ
の内部に前記スペ−サ2のネジ21を螺合する雌ネジ42を
設け、他側をボルト杆43に形成した締付部材で、締付に
際してはナット44を螺合する。
Numeral 4 is a tightening member having a flange 41 on one side, a female screw 42 for screwing the screw 21 of the spacer 2 therein, and a bolt rod 43 on the other side. When attaching, the nut 44 is screwed.

【0012】5は、前記補強板3の上下に横に配する補
強杆で、異形丸棒等が用いられる。6は、上下に屈曲壁
61を設けると共に、それらの内側を補強杆5を押圧する
押圧部62に形成し、中間部をリブ状の彎曲部63に形成し
た座金部材である。
Reference numeral 5 is a reinforcing rod which is arranged horizontally above and below the reinforcing plate 3, and is a deformed round bar or the like. 6 is a vertically curved wall
61 is a washer member in which a pressing portion 62 for pressing the reinforcing rod 5 is formed on the inside thereof and a middle portion thereof is formed into a rib-like curved portion 63.

【0013】而して、型枠形成部材1を型枠に形成する
には、まず、型枠形成部材1の複数枚をそれらの両端部
を重合して接合した状態としたものを2列適宜間隔をあ
けて平行に配し、それらの対向する重合接合部の間にス
ペ−サ2を配し、該スペ−サ2の両端側のネジ21部を、
型枠形成部材1,1及びその外側に配した補強板3を挿
通させ、ネジ21の内側から座金22を締付け、補強板3か
ら突出した部のネジ21に締付部材4の雌ネジ42を螺合緊
締して、フランジ41を補強板3に圧接させる。
In order to form the mold forming member 1 on the mold, first, a plurality of the mold forming members 1 are made into a state in which both ends thereof are superposed and joined to each other in two rows. The spacers 2 are arranged in parallel with a space therebetween, and the spacers 2 are arranged between the opposing polymerized joints, and the screws 21 at both ends of the spacers 2 are
The form forming members 1, 1 and the reinforcing plate 3 arranged on the outside thereof are inserted, the washer 22 is tightened from the inside of the screw 21, and the female screw 42 of the tightening member 4 is attached to the screw 21 protruding from the reinforcing plate 3. The flange 41 is pressed against the reinforcing plate 3 by screwing.

【0014】この状態で、補強板3の上下に補強杆5を
配し、その上からボルト杆43を挿通させた座金部材6を
補強杆5を押圧するように配すると共に、ボルト杆43に
ナット44を螺合して、該ナット44を座金部材6の彎曲部
63に圧接させるように緊締することにより、型枠形成部
材が強固に連結されるから、この作業を順次行なうこと
により、強固でしかも所望の厚みの壁等を得るための型
枠が形成されるのである。
In this state, the reinforcing rods 5 are arranged above and below the reinforcing plate 3, and the washer member 6 having the bolt rod 43 inserted therethrough is arranged so as to press the reinforcing rod 5, and at the same time, the bolt rod 43 is pressed. The nut 44 is screwed into the nut 44, and the nut 44 is bent into the curved portion of the washer member 6.
Since the form forming members are firmly connected to each other by tightening them so that they are pressed against 63, a form which is strong and has a desired thickness can be formed by sequentially performing this work. Of.

【0015】[0015]

【発明の効果】本発明は上述の通りであるから、本発明
方法によれば、コンクリ−ト用の型枠を従来のそれに比
し、簡便で能率よくしかも低コストで形成することがで
きるし、また、型枠形成のために用いる締付具は、構造
が簡単で容易且つ低廉に作製提供することができる。
Since the present invention is as described above, according to the method of the present invention, a mold for concrete can be formed more simply, efficiently and at a lower cost than the conventional case. Also, the fastener used for forming the mold has a simple structure and can be manufactured and provided easily at low cost.

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

【図1】本発明方法により形成したコンクリ−ト用型枠
の一例の正面図。
FIG. 1 is a front view of an example of a concrete formwork formed by the method of the present invention.

【図2】図1のコンクリ−ト用型枠の一部拡大平面図。FIG. 2 is a partially enlarged plan view of the concrete frame of FIG.

【図3】図1のコンクリ−ト用型枠の一部拡大側面図。FIG. 3 is a partially enlarged side view of the concrete formwork of FIG.

【図4】要部の縦断側面図。FIG. 4 is a vertical sectional side view of a main part.

【符号の説明】[Explanation of symbols]

1 型枠形成部材 2 スペ−サ 21 ネジ 22 座金 3 補強板 31 突条 4 締付部材 41 フランジ 42 ネジ 43 ボルト杆 5 補強杆 6 座金部材 61 屈曲壁 62 押圧部 63 彎曲部 1 Formwork forming member 2 Spacer 21 Screw 22 Washer 3 Reinforcing plate 31 Protrusion 4 Tightening member 41 Flange 42 Screw 43 Bolt rod 5 Reinforcing rod 6 Washer member 61 Bending wall 62 Pressing portion 63 Curved portion

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 型枠に形成してコンクリ−トを流し込ん
だ場合に変形しない強度を有する波板から成る型枠部材
の複数枚を相隣る型枠部材同士の端部を重合させて接合
したものの2列を各接合部を対向させて立設し、一方の
列の型枠部材の各接合部と対向する他方の列の型枠部材
の各接合部との間に、棒状で両端部にネジを設けたスペ
−サを、前記各接合部を貫通させて介在させ、前記各接
合部の外側にスペ−サを挿通させて補強板を配し、前記
スペ−サのネジに、先端部にフランジを設けると共に該
先端部内側に前記ネジに螺合する雌ネジを設けたボルト
杆をそのフランジを前記補強板に圧接させて螺合緊締し
た後、前記補強板の上下に異形丸棒等から成る補強杆を
配し、その上に締付座金を前記ボルト杆を挿通させて配
すると共に、該ボルト杆に締付用のナットを螺合し、該
ナットを緊締して、前記締付座金を補強杆に圧接させる
ことにより、型枠を形成することを特徴とするコンクリ
−ト用型枠の形成方法。
1. A plurality of mold members made of a corrugated plate having a strength that does not deform when formed into a mold and poured with a concrete, and end portions of adjacent mold members are polymerized and joined. The two rows of the two columns are erected upright with the respective joints facing each other, and between the respective joints of the mold members of one row and the respective joints of the mold members of the other row, both ends are rod-shaped. A spacer provided with a screw is inserted through each of the joints, a spacer is inserted into the outside of each of the joints, and a reinforcing plate is arranged. A rod rod provided with a flange on its inner portion and a female screw to be screwed with the screw inside the tip portion, the flange is pressed against the reinforcing plate and screwed and tightened, and then the deformed round bars are provided above and below the reinforcing plate. And a tightening washer on which the bolt rod is inserted. A tightening nut is screwed onto the toe rod, the nut is tightened, and the tightening washer is pressed against the reinforcing rod to form a formwork. Forming method.
【請求項2】 両側にネジを設けたスペ−サと、型枠部
材の接合部上に配する補強板と、一側にフランジを設け
ると共にその内部に前記スペ−サのネジを螺合する雌ネ
ジを設け他側をボルト杆に形成した締付部材と、前記補
強板の上下部に横に配する補強杆と、前記締付部材のボ
ルト杆を挿通して前記補強杆をそれらの上から押えつけ
る締付座金と、前記ボルト杆に螺合し前記締付座金を前
記補強杆に圧接させる締付用のナットとから成り、型枠
部材の接合部及び補強板にスペ−サのネジを貫通させて
該ネジに締付部材の雌ネジを螺合緊締し、前記補強板の
上下部に配した補強杆の上に締付部材を挿通させて締付
座金を配すると共に、締付部材のボルト杆にナットを螺
合させ、該ナットを緊締することにより締付座金を補強
杆に圧接させるようにしたことを特徴とするコンクリ−
ト用型枠の形成に用いる締付具。
2. A spacer provided with screws on both sides, a reinforcing plate arranged on the joint portion of the form member, a flange provided on one side, and the screws of the spacer are screwed into the interior thereof. A tightening member provided with a female screw and a bolt rod formed on the other side, a reinforcing rod laterally arranged on the upper and lower portions of the reinforcing plate, and a bolt rod of the tightening member are inserted to put the reinforcing rod on them. A tightening washer that is pressed down from the above, and a tightening nut that is screwed into the bolt rod and presses the tightening washer against the reinforcing rod. And tighten the female screw of the tightening member to the screw, and insert the tightening member through the reinforcing rods arranged on the upper and lower parts of the reinforcing plate to dispose the tightening washer and tighten it. A nut is screwed onto the bolt rod of the member, and the tightening washer is pressed against the reinforcing rod by tightening the nut. Concrete characterized by
A fastener used to form a mold for a toe.
JP19675293A 1993-07-15 1993-07-15 Method of forming mold for concrete and fastener used therefor Expired - Lifetime JP2666113B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19675293A JP2666113B2 (en) 1993-07-15 1993-07-15 Method of forming mold for concrete and fastener used therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19675293A JP2666113B2 (en) 1993-07-15 1993-07-15 Method of forming mold for concrete and fastener used therefor

Publications (2)

Publication Number Publication Date
JPH0726715A true JPH0726715A (en) 1995-01-27
JP2666113B2 JP2666113B2 (en) 1997-10-22

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