JP2666113B2 - Method of forming mold for concrete and fastener used therefor - Google Patents

Method of forming mold for concrete and fastener used therefor

Info

Publication number
JP2666113B2
JP2666113B2 JP19675293A JP19675293A JP2666113B2 JP 2666113 B2 JP2666113 B2 JP 2666113B2 JP 19675293 A JP19675293 A JP 19675293A JP 19675293 A JP19675293 A JP 19675293A JP 2666113 B2 JP2666113 B2 JP 2666113B2
Authority
JP
Japan
Prior art keywords
tightening
rod
screw
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.)
Expired - Lifetime
Application number
JP19675293A
Other languages
Japanese (ja)
Other versions
JPH0726715A (en
Inventor
浦 次 男 三
Original Assignee
三浦 次男
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 三浦 次男 filed Critical 三浦 次男
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

Links

Landscapes

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

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 Heretofore, as a method of easily forming a mold for concrete, there has been proposed a method disclosed in JP-B-63-275 according to the invention of the present inventor.
JP-A No. 01-35147 and JP-A-1-35147. What is described in these publications is a method of using a thick plywood as a member for forming a mold, a method of forming a mold using a special fastener, compared with a general method before that,
It has been useful because a 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。
[0003] However, the plywood used in this method is thick and relatively heavy, so it is expensive and inconvenient to transport, and after use it has been disposed of by incineration. Not only is it troublesome, but also there is a problem of pollution caused by smoke during incineration.

【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。
DISCLOSURE OF THE INVENTION In view of the above-mentioned prior art, the present invention can easily form a mold using a lightweight material without using a plywood, and scraps it after use. It is another object of the present invention to provide a method for forming a concrete formwork and a fastener used for the same, which do not require disposal such as incineration by embedding.

【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 includes a method of forming a mold and pouring a concrete. Two rows of a plurality of form members made of corrugated sheets having strength not to be deformed and joined by superposing the ends of adjacent form members to each other with two joints facing each other, and one of the rows is erected. A spacer having a rod-like shape and having screws at both ends is interposed between the joints of the form member and the joints of the form members of the other row opposed to each other by penetrating the joints. A reinforcing plate is provided by inserting a spacer outside each of the joints. A female screw is provided inside the distal end of the spacer with a flange provided at the distal end thereof. After the bolt rod provided with the flange is pressed into contact with the reinforcing plate by screwing the flange, the reinforcing plate A reinforcing rod made of a deformed round bar or the like is arranged on the upper and lower sides, a tightening washer is inserted through the bolt rod, and a tightening nut is screwed onto the bolt rod, and the nut is tightened. Then, a formwork is formed by pressing the fastening 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。
[0006] The structure of the fastener includes a spacer provided with screws on both sides, a reinforcing plate disposed on a joint of the form member,
A fastening member having a flange provided on one side and a female screw for screwing the spacer screw therein, and a bolt rod formed on the other side; and a reinforcing rod arranged horizontally 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 against the reinforcing rod. Nuts and joints of formwork members and reinforcement plate
And a female screw of a tightening member is screwed and tightened to the screw, and the tightening member is inserted through a reinforcing rod disposed on the upper and lower portions of the reinforcing plate, and a tightening washer is arranged. A nut is screwed into 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。
The method of the present invention does not use a panel as a mold member for forming a mold, but forms a wave on a zinc-corrugated sheet or the like having a strength which is not deformed when the concrete is poured into the mold. Two or more boards are superposed and joined at their ends. Two rows are arranged in parallel with the joints facing each other, and spacers with screws at both ends are interposed between the opposed joints. Then, the spacer is called in from both ends by tightening with a fastener mainly composed of a bolt rod, and the adjacent form members are tightened and connected. Not only can the work be carried out easily, but also after disposal of the formed form, it can be easily disposed of by scraping it off and providing it for scrap or embedding 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。
Next, an embodiment of 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.
Is a partially enlarged side view, and FIG. 4 is a vertical sectional 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 drawing, reference numeral 1 denotes a mold forming member made of a galvanized iron sheet, which has such strength that it does not bend even if pressure is applied to the inner wall formed by pouring a concrete into the mold, and Its size is 0.25mm thick and 500mm wide,
The height is determined by the height of the wall or the like 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。
Reference numeral 2 denotes a spacer provided with screws 21 at both ends, 22
Is a washer comprising a nut, and 3 is a reinforcing plate in which a plurality of the formwork forming members 1 are arranged on both sides thereof, and
A protrusion 31 is provided at the center in the height direction to fit into the concave portion of the form-forming member 1 overlapped, and the tip of the screw 21 of the spacer 2 is connected to the overlapped joint of the form-forming member 1 and the reinforcing plate. 3 so as to 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。
Reference numeral 4 denotes a fastening member having a flange 41 provided on one side, a female screw 42 for screwing the screw 21 of the spacer 2 therein, and a bolt rod 43 formed on the other side. At the time of attachment, 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 denotes a reinforcing rod arranged horizontally above and below the reinforcing plate 3, and a deformed round bar or the like is used. 6 is a curved wall up and down
This is a washer member provided with 61, the inside thereof being formed as a pressing portion 62 for pressing the reinforcing rod 5, and the intermediate portion being formed as a rib-shaped 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 into a mold, first, a plurality of mold forming members 1 in a state where both ends thereof are overlapped and joined are appropriately arranged in two rows. The spacers 2 are arranged in parallel at an interval, and the spacers 2 are arranged between the opposed overlapping joints.
The mold forming members 1 and 1 and the reinforcing plate 3 disposed 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 screwed into the screw 21 protruding from the reinforcing plate 3. The flange 41 is pressed against the reinforcing plate 3 by screwing and tightening.

【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 through which the bolt rods 43 are inserted is arranged so as to press the reinforcing rods 5 from above, and the reinforcing rods 5 are attached to the bolt rods 43. The nut 44 is screwed, and the nut 44 is bent at the curved portion of the washer member 6.
Since the form forming members are firmly connected by being tightened so as to be pressed against the 63, by successively performing this operation, a form for obtaining a strong and desired thickness wall or the like is formed. It is.

【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。
As described above, according to the present invention, according to the method of the present invention, it is possible to form a mold for concrete in a simpler, more efficient and lower cost than in the prior art. Further, the fastener used for forming the mold can be manufactured and provided at a low cost with a simple structure.

【図面の簡単な説明】[Brief description of the 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 mold 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 formwork of FIG. 1;

【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. 1;

【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 DESCRIPTION OF SYMBOLS 1 Form-forming member 2 Spacer 21 Screw 22 Washer 3 Reinforcement plate 31 Ridge 4 Tightening member 41 Flange 42 Screw 43 Bolt rod 5 Reinforcement rod 6 Washer member 61 Bent wall 62 Pressing part 63 Curved part

Claims (2)

(57)【特許請求の範囲】(57) [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 method of joining a plurality of form members made of corrugated sheets having strength not to be deformed when a concrete is poured into a form form by pouring concrete by overlapping end portions of adjacent form members. The two rows are then erected with their joints facing each other, and between the joints of the mold members of one row and the joints of the mold members of the other row facing each other, are rod-shaped ends. A spacer provided with a screw is interposed by penetrating each of the joints, a spacer is inserted through the spacer outside each of the joints, and a reinforcing plate is provided. A bolt rod provided with a flange at the portion and having a female screw screwed into the screw at the inside of the distal end portion is screwed and tightened by pressing the flange against the reinforcing plate, and then a deformed round bar is formed above and below the reinforcing plate. And a tightening washer with the bolt rod inserted therethrough. A nut for tightening is screwed to the rod, the nut is tightened, and the tightening washer is pressed against the reinforcing rod to form a mold. 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 a screw on both sides, a reinforcing plate disposed on a joint of the form member, and a flange provided on one side, and the screw of the spacer is screwed therein. A tightening member provided with a female screw and formed on the other side as a bolt rod; a reinforcing rod arranged laterally above and below the reinforcing plate; and And a tightening nut screwed onto the bolt rod to press the tightening washer against the reinforcing rod, and a spacer screw is provided at the joint of the formwork member and the reinforcing plate. And a female screw of a tightening member is screwed and tightened to the screw, and the tightening member is inserted through a reinforcing rod disposed on the upper and lower portions of the reinforcing plate, and a tightening washer is arranged. A nut is screwed into the bolt rod of the member, and the tightening washer is pressed against the reinforcing rod by tightening the nut. Concrete characterized by
Fasteners used to form the mold for
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 JPH0726715A (en) 1995-01-27
JP2666113B2 true JP2666113B2 (en) 1997-10-22

Family

ID=16363028

Family Applications (1)

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

Country Status (1)

Country Link
JP (1) JP2666113B2 (en)

Also Published As

Publication number Publication date
JPH0726715A (en) 1995-01-27

Similar Documents

Publication Publication Date Title
JP2666113B2 (en) Method of forming mold for concrete and fastener used therefor
JP2660902B2 (en) Method of forming mold for concrete and fastener used therefor
JPS597959Y2 (en) Tightening fittings for concrete formwork
JPH071106U (en) Structural laminated wood with joint fittings
JPH071445Y2 (en) Formwork Reinforcement Clamp
JPH0522974U (en) Floor band for piping
JP2824023B2 (en) Shaped steel joining method
JP2002201799A (en) Form assembling method and crosspiece fixing member
JP3015244U (en) Braces
JP3007899U (en) Concrete formwork equipment
JP2500602Y2 (en) Beam material
JPS6134414Y2 (en)
JPH0636120Y2 (en) Light metal panel
JP2597999Y2 (en) Deck plate bracket
JPH0714488Y2 (en) Joint structure of precast concrete members
KR950004122Y1 (en) Form for making openings
JPH0643352Y2 (en) Formwork jig
JPS643542Y2 (en)
JPS5845365Y2 (en) Fastening fittings for architectural panels
JP3078677U (en) Crosspiece fixing member
JP3029452U (en) Rafter stop bracket
JPS63926Y2 (en)
JPH10121634A (en) Floor or rood supporting method
JPH0960177A (en) Structure for mounting panel
JPS5922172Y2 (en) concrete formwork panel