JP2007130879A - Lime wash preventing device - Google Patents

Lime wash preventing device Download PDF

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JP2007130879A
JP2007130879A JP2005326087A JP2005326087A JP2007130879A JP 2007130879 A JP2007130879 A JP 2007130879A JP 2005326087 A JP2005326087 A JP 2005326087A JP 2005326087 A JP2005326087 A JP 2005326087A JP 2007130879 A JP2007130879 A JP 2007130879A
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insertion hole
reinforcing bar
bar insertion
concrete
side mold
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JP4757610B2 (en
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Junichi Sato
淳一 佐藤
Takaaki Ito
崇晃 伊藤
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Toyota T&S Construction Co Ltd
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Toyota T&S Construction Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a lime wash preventing device which prevents the leakage of the lime wash of concrete to the outside of a cast concrete form, ensures the easiness of the finish work of a concrete surface by an iron, contributes to the reduction of industrial waste, dispenses with the attaching and detaching work of a side form without detaching the side form from a bed and largely contributes to the enhancement of productivity. <P>SOLUTION: The lime wash preventing device, wherein an upward opened reinforcement insertion hole 5 is formed to a side form 3 and a plurality of reinforcements 6, 6a are inserted vertically in the reinforcement insertion hole 5 to close the gap of the reinforcement insertion hole 5 produced to a part other than the inserted reinforcements 6, 6a comprises: the flexible main body part 9 for covering the reinforcement insertion hole 5; a plurality of reinforcement insertion holes 9a and 9b arranged to the flexible main body part 9 up and down; the cutting lines 9d and 9f for inserting the reinforcements 6, 6a in the reinforcement insertion holes 9a and 9b from the outer end of the main body part 9; and a holding means for holding the main body part 9 to the reinforcement insertion hole part. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明はプレキャストコンクリート用型枠におけるノロ止め具に関する。   The present invention relates to a slot stop for a precast concrete mold.

従来、プレキャストコンクリート(以下PCともいう)床版の製造方法として、図4に示すように、鋼製ベット(定盤)101上に、鋼製の側型枠102を、ボルト或いはノックピンなどの締着具103で固定立設して、型枠を構成し、該型枠内に、先付金物、鉄筋を配置し、その後に生コンクリートを打設し、そのコンクリートを養生、硬化させた後に、前記の側型枠を脱型してから、製品となる硬化したプレキャストコンクリート床版104を取出す方法が一般的である。   Conventionally, as a method for producing a precast concrete (hereinafter also referred to as PC) slab, as shown in FIG. 4, a steel side mold 102 is fixed on a steel bed (surface plate) 101 with bolts or knock pins. Standing fixedly with the dressing device 103, forming a mold, placing a metal fitting and a reinforcing bar in the mold, and then placing the ready-mixed concrete, curing and hardening the concrete, A general method is to take out the hardened precast concrete floor slab 104 as a product after removing the side mold.

また、PC床版には、その隣接する床版等と結合するために、床版の側端面より突出する鉄筋(ジョイント筋)が埋め込まれている。この突出する鉄筋は、図4及び図5に示す上側の鉄筋105の1本の場合や、上下の鉄筋105,106の2本の場合がある。1本の場合には、型枠102に鉄筋105が挿入する単独の鉄筋挿入孔を空けておくことで、脱型時には型枠を鉄筋の突出方向にずらして、取り外すことができる。しかし、図4及び図5に示すように2本の鉄筋105,106が突出し、かつ、その突出端が連結されたU字の鉄筋の場合には、単独の孔では取り外せないことから、型枠に上端が開口した凹状(溝状)の鉄筋挿入孔107を形成し、鉄筋のセット時には、型枠の上方から鉄筋105,106を鉄筋挿入孔107に落としこみ、脱型の時には床版を上方に持ち上げることにより、取り外しを可能としている。   Moreover, in order to couple | bond with the floor slab etc. which adjoins to the PC floor slab, the reinforcing bar (joint reinforcement) which protrudes from the side end surface of a floor slab is embedded. The protruding reinforcing bars may be one of the upper reinforcing bars 105 shown in FIGS. 4 and 5 or two of the upper and lower reinforcing bars 105 and 106. In the case of one, by leaving a single reinforcing bar insertion hole for inserting the reinforcing bar 105 in the mold 102, the mold can be removed by shifting in the protruding direction of the reinforcing bar at the time of demolding. However, as shown in FIGS. 4 and 5, in the case of a U-shaped reinforcing bar in which two reinforcing bars 105 and 106 protrude and the protruding ends are connected, it cannot be removed by a single hole. A concave (groove-shaped) reinforcing bar insertion hole 107 having an upper end is formed in the upper part of the steel sheet. When the reinforcing bar is set, the reinforcing bars 105 and 106 are dropped into the reinforcing bar insertion hole 107 from above the formwork, and the floor slab is moved upward when removing the mold. It can be removed by lifting it up.

また、前記のようなU字鉄筋(ジョイント筋)が一箇所でもある場合には、全ての鉄筋挿入孔を前記のように凹状に形成しなければ、PC床版を上方にずらして脱型できない。   Further, when the U-shaped reinforcing bars (joint bars) as described above are also in one place, the PC floor slab cannot be moved upward and demolded unless all the reinforcing bar insertion holes are formed in a concave shape as described above. .

しかし、鉄筋挿入孔を前記のように凹状に形成した場合には、落し込まれた鉄筋の上部における鉄筋挿入孔107が内外方向に空いた状態になり、この空隙から、まだ固まっていないコンクリートのノロが型枠外へ漏洩し、側型枠の清掃が困難になる上に、生産性に悪影響を与える。   However, when the reinforcing bar insertion hole is formed in a concave shape as described above, the reinforcing bar insertion hole 107 in the upper part of the dropped reinforcing bar becomes vacant inward and outward, and from this gap, the concrete that has not yet solidified Noro leaks out of the formwork, making it difficult to clean the side formwork and adversely affecting productivity.

そこで、この空隙を閉塞する方法として、図4及び図5に示すように、鉄筋105から側型枠102の上端面102aまでの空隙を覆うように、コの字型のクリップ状のノロ止め具108を側型枠102の上方から嵌合し、その上下の鉄筋105,106の間の空隙に位置して粘着テープ109を側型枠内面に貼ることで、コンクリートのノロの漏洩を予防することが考えられる。更に、前記クリップ状のノロ止め具108の代わりに粘着テープを貼ることも考えられる。   Therefore, as a method of closing the gap, as shown in FIGS. 4 and 5, a U-shaped clip-shaped noro stopper is provided so as to cover the gap from the reinforcing bar 105 to the upper end surface 102 a of the side mold 102. 108 is fitted from the upper side of the side mold 102, and the adhesive tape 109 is attached to the inner surface of the side mold in a space between the upper and lower reinforcing bars 105, 106, thereby preventing leakage of the concrete. Can be considered. Further, an adhesive tape may be applied instead of the clip-shaped slot stop 108.

しかしながら、前記従来のようにコの字型のクリップ状のノロ止め具108を、側型の上方から嵌合する方法を採用すると、側型枠102の上面102aにノロ止め具108の上辺108aの肉厚分がはみ出し、左官が打設したコンクリートの表面をこてで押える際、前記のノロ止め具108の上辺108aにこてが当たり、こて押えの障害となる。   However, if a method of fitting the U-shaped clip-shaped noro stopper 108 from above the side mold as in the conventional case is adopted, the upper side 108a of the noro stopper 108 is placed on the upper surface 102a of the side mold 102. When the thickness of the wall sticks out and the surface of the concrete placed by the plasterer is pressed with a trowel, the trowel hits the upper side 108a of the above-mentioned noro stopper 108, which obstructs the trowel presser.

更に、前記粘着テープ109を貼る方法においては、その粘着テープ109が脱型前に剥がせないことから、PC床版の上方への脱型時に、その粘着テープ109に鉄筋106が当たり、脱型が困難であると共に、使用済みの粘着テープ109は再利用できず、これが大量の産業廃棄物になる問題もある。   Further, in the method of applying the adhesive tape 109, since the adhesive tape 109 cannot be peeled off before demolding, the rebar 106 hits the adhesive tape 109 when demolding upward of the PC floor slab, and demolding In addition, it is difficult to reuse the used adhesive tape 109, which causes a large amount of industrial waste.

更に、前記ノロ止め具108の下端と粘着テープ109間の隙間からノロが外部へ漏出して側型枠102の外面に付着し、側型枠102の清掃作業が困難になる問題もある。   Furthermore, there is also a problem that the gutter leaks out from the gap between the lower end of the gutter stopper 108 and the adhesive tape 109 and adheres to the outer surface of the side mold 102, making it difficult to clean the side mold 102.

そこで本発明は、前記の課題を解決するプレキャストコンクリート用型枠におけるノロ止め具を提供することを目的とするものである。   Then, this invention aims at providing the slot stop in the precast concrete formwork which solves the said subject.

前記の課題を解決するために、請求項1記載の発明は、側型枠に上方が開口した鉄筋挿入孔を形成し、該鉄筋挿入孔に複数本の鉄筋を上下に配置して挿入することにより、この挿入した鉄筋以外の部分に生じる鉄筋挿入孔の空隙を閉塞するコンクリートノロ止め具であって、前記鉄筋挿入孔を覆う可撓性の主体部と、該主体部に上下に配置した複数個の鉄筋挿通穴と、主体部の外端から前記鉄筋挿通穴へ鉄筋を挿通する切断線と、主体部を前記鉄筋挿入孔部へ保持させる保持手段とを有することを特徴とするものである。   In order to solve the above-mentioned problem, the invention according to claim 1 is to form a reinforcing bar insertion hole whose upper side is opened in the side mold, and to insert a plurality of reinforcing bars into the reinforcing bar insertion hole. A concrete slot stopper for closing a gap of a reinforcing bar insertion hole generated in a part other than the inserted reinforcing bar, and a flexible main part covering the reinforcing bar insertion hole, and a plurality of upper and lower parts arranged on the main part. Each reinforcing bar insertion hole, a cutting line for inserting the reinforcing bar from the outer end of the main part to the reinforcing bar insertion hole, and holding means for holding the main part in the reinforcing bar insertion hole. .

請求項2記載の発明は、請求項1記載の発明において、前記鉄筋挿通穴を上下に2個設け、前記切断線を、上側の鉄筋挿通穴から主体部の上端と、下端の鉄筋挿通穴から主体部の下端とに亘って設けたことを特徴とするものである。   The invention according to claim 2 is the invention according to claim 1, wherein the two reinforcing bar insertion holes are provided vertically, and the cutting line extends from the upper reinforcing bar insertion hole to the upper end of the main portion and the lower reinforcing bar insertion hole. It is provided over the lower end of the main body.

請求項3記載の発明は、請求項1又は2記載の発明において、前記保持手段を、主体部の片面に、前記側型枠の鉄筋挿入孔に嵌合係止する係止部を突設して形成したことを特徴とするものである。   According to a third aspect of the present invention, in the first or second aspect of the present invention, the holding means is provided on one side of the main body with a locking portion that fits and locks into the reinforcing bar insertion hole of the side mold. It is characterized by being formed.

本発明によれば、側型枠の鉄筋挿入孔に複数の鉄筋が挿入される場合においても、切断線により、各鉄筋挿通穴に鉄筋を容易に挿通でき、このノロ止め具を側型枠の鉄筋挿入孔部に保持させることにより鉄筋挿入孔を閉塞し、コンクリートのノロを型枠外へ漏出することを防止できると共に、型枠の清掃作業が容易になる。   According to the present invention, even when a plurality of reinforcing bars are inserted into the reinforcing bar insertion holes of the side mold, the reinforcing bars can be easily inserted into the reinforcing bar insertion holes by the cutting line. By holding the reinforcing bar insertion hole portion, the reinforcing bar insertion hole is blocked, and it is possible to prevent leakage of concrete from the formwork and to facilitate the cleaning work of the formwork.

また、コンクリートの脱型時にはノロ止め具が脱型の妨げとならず、側型枠をベットから取外すことなく、側型枠の組み付け、取外し作業を不要にし、生産性の向上に大きく寄与できる。   In addition, when the concrete is removed from the mold, the slot stop does not hinder the removal, and the side mold is not removed from the bed, and the assembly and removal of the side mold is not required, which can greatly contribute to the improvement of productivity.

また、側型枠の上端からノロ止め具の上端が突出しないように装着でき、こてで生コンクリートの表面を押える際にノロ止め具が支障とならない。   Moreover, it can mount | wear so that the upper end of a slot stop may not protrude from the upper end of a side formwork, and when pressing the surface of ready-mixed concrete with a trowel, a slot stop does not become trouble.

更に、ノロ止め具は再使用することができ、かつ、ゴムなどのリサイクル可能な材料で形成することにより、破損して使用不可能となっても、ゴムは再資源化が可能であり産業廃棄物を出すことも無い。   In addition, noro-stoppers can be reused, and by forming them with recyclable materials such as rubber, rubber can be recycled even if it becomes damaged and cannot be used. There is no thing to put out.

更に、本発明のノロ止め具は、側型枠の外側からも装着することができるため、コンクリート版を脱型する前にノロ止め具を外すことができる。そのため、ノロ止め具をコンクリートが半硬化状態で容易に外すことができる。   Furthermore, since the noro stopper of the present invention can be mounted from the outside of the side mold, the noro stopper can be removed before demolding the concrete plate. Therefore, the stopper can be easily removed when the concrete is semi-cured.

更に、コンクリート版の脱型前に、ノロ止め具を側型枠より外側へ外すことにより、ノロ止め具を型枠が設置されている場所で外すことになり、コンクリート版にノロ止め具が付いたまま貯蔵場所に移動されることがなく、後で貯蔵場所で外してから回収して、型枠まで搬送する手間を無くすことができる。   Furthermore, before removing the concrete slab, the slot stopper is removed from the side formwork to remove the slot stop at the place where the formwork is installed. It is not moved to the storage place as it is, and it is possible to eliminate the trouble of collecting it after removing it from the storage place and transporting it to the mold.

本発明を実施するための最良の形態を図に示す実施例に基づいて説明する。   BEST MODE FOR CARRYING OUT THE INVENTION The best mode for carrying out the present invention will be described based on an embodiment shown in the drawings.

図1及び図2は本発明の実施例1を示すもので、ジョイント筋として、2本の鉄筋を用いた場合の実施例を示す。   1 and 2 show Embodiment 1 of the present invention, and show an embodiment in which two reinforcing bars are used as joint bars.

図1に示すように、型枠1は地表に設置された鋼製のベット(定盤)2の周囲に鋼製の側型枠3を、ボルト或いはノックピンなどの取外し可能な締着具4で立設して形成されている。   As shown in FIG. 1, a mold 1 is a steel side mold 3 around a steel bed (surface plate) 2 installed on the ground surface, and a detachable fastener 4 such as a bolt or a knock pin. It is formed upright.

また、図2に示すように、前記側型枠3にはジョイント筋である鉄筋が配置される部分に位置して、側型枠3の上面3aから下方に向って凹状(溝状)の鉄筋挿入孔5が形成されている。該鉄筋挿入孔5の底面5aは、挿通する鉄筋(ジョイント筋)6の半径と略同径の半円状に形成されて、その両内端面5b、5cは、その開口幅が前記底面5aから上方に至るにつれて若干拡開するテーパ面に形成され、その上端は開口されて挿入口5dが形成されている。なお、該鉄筋挿入孔5の深さや幅などの形状は鉄筋6の配筋位置や形状により設定する。   In addition, as shown in FIG. 2, the side mold frame 3 is located in a portion where a reinforcing bar which is a joint bar is disposed, and has a concave (groove shape) reinforcing bar from the upper surface 3 a of the side mold frame 3 downward. An insertion hole 5 is formed. The bottom surface 5a of the reinforcing bar insertion hole 5 is formed in a semicircular shape having substantially the same diameter as the radius of the reinforcing bar (joint bar) 6 to be inserted, and both inner end surfaces 5b and 5c have an opening width from the bottom surface 5a. It is formed in a tapered surface that expands slightly as it goes upward, and its upper end is opened to form an insertion port 5d. The shape of the reinforcing bar insertion hole 5 such as depth and width is set according to the position and shape of the reinforcing bar 6.

前記鉄筋挿入孔5には、図1に示すように、PC床版7の横端面から突出する鉄筋6,6aが挿入されるようになっている。該2本の鉄筋6,6aは、その突出部がU字状に連結されている。   As shown in FIG. 1, reinforcing bars 6 and 6 a protruding from the lateral end surface of the PC floor slab 7 are inserted into the reinforcing bar insertion holes 5. The protruding portions of the two reinforcing bars 6 and 6a are connected in a U shape.

前記鉄筋挿入孔5には、ジョイント筋である鉄筋6,6aが上方から落し込んで図2に示すように挿入されるが、この挿入状態のままであると、その鉄筋6の上方及び鉄筋6,6aの間の鉄筋挿入孔5において空隙が生じ、この空隙から打設されたコンクリートのノロが漏出するため、この空隙部にノロ止め具8をセットする。   Reinforcing bars 6 and 6a, which are joint bars, drop from above and are inserted into the reinforcing bar insertion hole 5 as shown in FIG. , 6a, a gap is generated in the reinforcing bar insertion hole 5, and the concrete slot placed from the gap leaks out. Therefore, the slot stopper 8 is set in the gap.

このノロ止め具8について詳述する。
図2に示すように、前記ノロ止め具8は、ゴム又は樹脂などの可撓性を有する弾性材で形成され、鉄筋挿入孔5の空隙を閉塞する主体部9と、該主体部9の片面に形成された上部嵌合部10と、下部嵌合部11から構成されている。
The slot stop 8 will be described in detail.
As shown in FIG. 2, the slot stop 8 is formed of a flexible elastic material such as rubber or resin, and a main body 9 that closes the gap of the reinforcing bar insertion hole 5, and one side of the main body 9. The upper fitting part 10 and the lower fitting part 11 are formed.

前記主体部9は、鉄筋挿入孔5よりも広い面積を有した方形の板状に形成されており、該主体部9には上部鉄筋挿通穴9aと下部鉄筋挿通穴9bが、主体部9の中央を通る上下方向の軸線上にそれぞれ所定の間隔(上下の鉄筋6,6aの間隔)を有して空けられている。   The main body 9 is formed in a rectangular plate shape having a larger area than the reinforcing bar insertion hole 5. The main body 9 has an upper rebar insertion hole 9 a and a lower rebar insertion hole 9 b. On the axis line in the vertical direction passing through the center, each is spaced with a predetermined interval (the interval between the upper and lower reinforcing bars 6, 6a).

前記上部鉄筋挿通穴9aの上方は、前記鉄筋挿入孔5における上部鉄筋6から鉄筋挿入孔5の上端までの空隙を閉塞する上片部9cを構成し、該上片部9cには、上部鉄筋挿通穴9aの上端から主体部9の上端までを結ぶ上部切断線(表裏に貫通した切込み)9dが形成されている。該上部切断線9dにより上片部9cは、その中央部から左右に離間可能となっている。また、この切断線9d部は、通常時は密着している。   Above the upper reinforcing bar insertion hole 9a, an upper piece 9c that closes the gap from the upper reinforcing bar 6 to the upper end of the reinforcing bar insertion hole 5 in the reinforcing bar insertion hole 5 is configured, and the upper piece 9c includes the upper reinforcing bar 9c. An upper cutting line (a notch penetrating through the front and back) 9d connecting the upper end of the insertion hole 9a to the upper end of the main body 9 is formed. With the upper cutting line 9d, the upper piece 9c can be separated from the center to the left and right. Further, the cutting line 9d portion is in close contact with the normal time.

前記下部鉄筋挿通穴9bの下方は、前記鉄筋挿入孔5における下部鉄筋6aから鉄筋挿入孔5の下端までの空隙を閉塞する下片部9eが構成され下部鉄筋6aから下方を閉塞する。該下片部9eにおいても、下部鉄筋挿通穴9bの下端から主体部9の下端までを結ぶ下部切断線9fが形成されている。これにより、下片部9eは、その中央から左右に離間可能となっている。また、このこの切断線9f部は、通常時は密着している。   Below the lower reinforcing bar insertion hole 9b, a lower piece 9e that closes a gap from the lower reinforcing bar 6a to the lower end of the reinforcing bar insertion hole 5 in the reinforcing bar insertion hole 5 is configured, and the lower reinforcing bar 6a is closed downward. Also in the lower piece portion 9e, a lower cutting line 9f that connects the lower end of the lower reinforcing bar insertion hole 9b to the lower end of the main portion 9 is formed. Thereby, the lower piece portion 9e can be separated from the center to the left and right. In addition, the cutting line 9f portion is in close contact with the normal time.

前記上片部9cと下片部9e間も閉塞部を有する。
また、上部切断線9dにより2分割された上片部9c,9cの双方の片面には、保持手段である上部嵌合部10,10がそれぞれ形成されている。
The upper piece 9c and the lower piece 9e also have a closed portion.
Further, upper fitting portions 10 and 10 as holding means are respectively formed on both surfaces of the upper piece portions 9c and 9c divided into two by the upper cutting line 9d.

上部嵌合部10,10は、側型枠3の厚み分の突出長を持つ基部10a,10aと、ノロ止め具8の装着状態において左右方向に離間するように、基部10a,10aの先部から左右に突出したフック形状の係止部10b,10bから構成されており、これらは左右方向に弾性を有する。   The upper fitting parts 10, 10 are spaced from the base parts 10 a, 10 a having a projection length corresponding to the thickness of the side mold 3 and the front parts of the base parts 10 a, 10 a so as to be separated in the left-right direction in the state in which the noro stopper 8 is mounted. It is comprised from the hook-shaped latching | locking parts 10b and 10b which protruded right and left from these, and these have elasticity in the left-right direction.

この上部嵌合部10,10は主体部9の上端から下方に亘って所定の長さで形成されており、基部10a,10aの両外側面10c、10cと係止部10b,10bによって、前記鉄筋挿入孔5の両内端面5b,5cに嵌合する嵌合溝が形成されている、また、前記上部切断線9dは上部嵌合部10,10の双方の中心に位置するように形成されている。   The upper fitting portions 10 and 10 are formed with a predetermined length from the upper end of the main body portion 9 to the lower portion, and the outer side surfaces 10c and 10c of the base portions 10a and 10a and the locking portions 10b and 10b A fitting groove for fitting to both inner end faces 5b, 5c of the reinforcing bar insertion hole 5 is formed, and the upper cutting line 9d is formed to be positioned at the center of both of the upper fitting portions 10, 10. ing.

更に、上部鉄筋挿通穴9aと下部鉄筋挿通穴9b間に位置した片面側、すなわち、前記上部嵌合部10,10が設けられた側には、下部嵌合部11,11が突設されている。   Furthermore, lower fitting parts 11, 11 project from one side located between the upper reinforcing bar insertion hole 9a and the lower reinforcing bar insertion hole 9b, that is, on the side where the upper fitting parts 10, 10 are provided. Yes.

下部嵌合部11,11は、基部11a,11aと係止部11b,11bによって、前記上部嵌合部10,10と同様の形状に形成され、上部嵌合部10,10と同じ上下方向の軸線上に位置し、かつ、上部鉄筋挿通穴9aの下端部から下部鉄筋挿通穴9bの上端部に亘る長さで形成されている。   The lower fitting parts 11 and 11 are formed in the same shape as the upper fitting parts 10 and 10 by the base parts 11a and 11a and the locking parts 11b and 11b, and have the same vertical direction as the upper fitting parts 10 and 10. It is located on the axis and has a length extending from the lower end of the upper reinforcing bar insertion hole 9a to the upper end of the lower reinforcing bar insertion hole 9b.

次に、ノロ止め具8を使用してPC床版を製造する工程と作用について説明する。
図1に示すように、ベット2上に側型枠3をボルト或いはノックピンなどの締着具4で固設させ、PC床版7の成形空間に先付金物や鉄筋6,6aを設置する。上下2本の鉄筋6,6aは鉄筋挿入孔5に落とし込むように挿入して、側型枠3の外部に突出するようにする。下方の鉄筋6aは鉄筋挿入孔5の底面5aに当接し、上方の鉄筋6は鉄筋挿入孔5の中域に位置させる。
Next, the process and operation of manufacturing a PC floor slab using the slot stop 8 will be described.
As shown in FIG. 1, a side mold 3 is fixed on a bed 2 with a fastening tool 4 such as a bolt or a knock pin, and a leading metal fitting or reinforcing bars 6 and 6 a are installed in a molding space of a PC floor slab 7. The upper and lower two reinforcing bars 6, 6 a are inserted so as to drop into the reinforcing bar insertion hole 5 so as to protrude to the outside of the side mold 3. The lower reinforcing bar 6 a contacts the bottom surface 5 a of the reinforcing bar insertion hole 5, and the upper reinforcing bar 6 is positioned in the middle region of the reinforcing bar insertion hole 5.

次に、前記ノロ止め具8を側型枠3の内側から鉄筋挿入孔5に装着する。
図2に示すように、側型枠3の内側において、上部嵌合部10と下部嵌合部11を側型枠3側に向ける。そして、左右に分割された上片部9c,9cを相互にゴムの弾性により前後に相反する方向にずらして、上部切断線9dを開き上部鉄筋挿通穴9bに上方の鉄筋6を挿通させ、下片部9e,9eも同様にして、下部鉄筋挿通穴9bに下方の鉄筋6aを挿通する。
Next, the slot stopper 8 is attached to the reinforcing bar insertion hole 5 from the inside of the side mold 3.
As shown in FIG. 2, the upper fitting portion 10 and the lower fitting portion 11 are directed toward the side mold frame 3 inside the side mold frame 3. Then, the upper pieces 9c, 9c divided in the left and right directions are shifted in the opposite direction due to the elasticity of the rubber, the upper cutting line 9d is opened, the upper rebar 6 is inserted into the upper rebar insertion hole 9b, and the lower Similarly, the lower portions 6e are inserted into the lower reinforcing bar insertion holes 9b.

その後、型枠1の内側より主体部9の表面を側型枠3側へ押圧する。この時、上部切断線9dと下部切断線9fが形成されていることから、上部鉄筋挿通穴9bの締付を緩めることができ、鉄筋6が異形鉄筋であっても、鉄筋6の軸方向にずらすことができる。   Thereafter, the surface of the main body 9 is pressed toward the side mold 3 from the inside of the mold 1. At this time, since the upper cutting line 9d and the lower cutting line 9f are formed, it is possible to loosen the tightening of the upper reinforcing bar insertion hole 9b, and even if the reinforcing bar 6 is a deformed reinforcing bar, the axial direction of the reinforcing bar 6 Can be shifted.

そして、上部嵌合部10と下部嵌合部11が鉄筋挿入孔5の内側に押し曲げながら鉄筋挿入孔5内に挿通し、係止部10b,10b,11b,11bが側型枠3の外側に達すると、その弾性復元力によって拡開し、側型枠3の外面に引っ掛かり、ノロ止め具8が鉄筋挿入孔5部に嵌合装着させる。また、上部嵌合部10と下部嵌合部11は鉄筋挿入孔5の上下方向において、鉄筋6,6aが位置しない空隙に配置されることから、ノロ止め具8の挿入時に上部嵌合部10と下部嵌合部11が内側へ曲がる際に鉄筋6,6aに当接して阻害されることがない。更に、上部嵌合部10と下部嵌合部11の嵌合係止により、ノロ止め具8がしっかりと側型枠3に保持され、主体部9が鉄筋挿入孔5を側型枠3の内側から閉塞する。なお、ノロ止め具8の装着時においては、主体部9の上端と側型枠3の上端が同じ高さに位置するようになっている。   The upper fitting portion 10 and the lower fitting portion 11 are inserted into the reinforcing bar insertion hole 5 while being bent inside the reinforcing bar insertion hole 5, and the locking portions 10 b, 10 b, 11 b, and 11 b are outside the side mold frame 3. When it reaches, it expands by its elastic restoring force, and is caught on the outer surface of the side mold 3, and the slot stop 8 is fitted and attached to the rebar insertion hole 5 part. Further, since the upper fitting portion 10 and the lower fitting portion 11 are arranged in the space where the reinforcing bars 6 and 6 a are not positioned in the vertical direction of the reinforcing bar insertion hole 5, the upper fitting portion 10 is inserted when the slot stopper 8 is inserted. And when the lower fitting part 11 bends inward, it does not abut against the reinforcing bars 6 and 6a. Furthermore, by the fitting engagement of the upper fitting part 10 and the lower fitting part 11, the slot stopper 8 is firmly held by the side mold 3, and the main part 9 connects the reinforcing bar insertion hole 5 to the inside of the side mold 3. Block from. It should be noted that the upper end of the main body 9 and the upper end of the side mold 3 are positioned at the same height when the slot stop 8 is mounted.

その後、生コンクリート12を型枠1内に打設し、表面をこてで押え均す。このとき、側型枠3の上端とノロ止め具8の上端が同じ高さに位置することから、こてで生コンクリートの表面を押える際にもノロ止め具8が支障とならず、こてによる仕上げ作業が容易になる。そしてコンクリートを、養生、硬化させ、その硬化したコンクリート版を、適宜手段で持ち上げて脱型する。   Thereafter, the ready-mixed concrete 12 is placed in the mold 1 and the surface is pressed and leveled. At this time, since the upper end of the side mold 3 and the upper end of the noro stop 8 are located at the same height, the noro stop 8 does not hinder the pressing of the surface of the ready-mixed concrete with the trowel. The finishing work by becomes easy. The concrete is then cured and hardened, and the hardened concrete plate is lifted up by a suitable means and demolded.

この時、ノロ止め具8は、側型枠3に対して上下方向に摺動可能で、かつ、ゴムなどによる弾性体で形成されていることから側型枠3により、大きな抵抗を受けることも無く、硬化したコンクリート版及び鉄筋6,6aと共にノロ止め具8が挿入口5dから抜き出される。更に、脱型後にノロ止め具8をコンクリート版より外す際には、主体部9が板状に形成され、かつ、ノロ止め具8がゴムにより形成されていることにより、コンクリート版に付着したノロ止め具8を、コンクリート版の横端面の外側方向へ引き外し、前記の鉄筋6,6aへの装着工程と逆の工程で鉄筋6,6aから外すことで、容易にコンクリート版から外すことができる。   At this time, the slot stop 8 is slidable in the vertical direction with respect to the side mold 3 and is formed of an elastic body made of rubber or the like, so that the side mold 3 may receive a large resistance. There is not, and the stopper 8 is extracted from the insertion port 5d together with the hardened concrete plate and the reinforcing bars 6 and 6a. Further, when removing the noro stopper 8 from the concrete plate after demolding, the main portion 9 is formed in a plate shape and the noro stopper 8 is formed of rubber, so that the noro sticking to the concrete plate is removed. The stopper 8 can be easily removed from the concrete plate by pulling it off in the outer direction of the lateral end surface of the concrete plate and removing it from the reinforcing bars 6 and 6a in the reverse process of the mounting process to the reinforcing bars 6 and 6a. .

以上のように、ノロ止め具8は側型枠3の内側から鉄筋挿入孔5に嵌め込む簡単な作業で、鉄筋挿入孔5を閉塞し、コンクリートのノロが型枠1外へ漏出することを防止できる。更に、脱型時には側型枠3をベット2から取外すことなくコンクリート版を型枠1の上方から抵抗なく抜き出すことができるため、側型枠3の組み付け、取外し作業を不要にし、工数の大幅な低減が可能で、生産性の向上に大きく寄与できる。   As described above, the slot stopper 8 is a simple operation of fitting into the reinforcing bar insertion hole 5 from the inside of the side mold 3 to close the reinforcing bar insertion hole 5 and leak the concrete slot out of the mold 1. Can be prevented. Furthermore, since the concrete plate can be extracted without resistance from above the formwork 1 without removing the side formwork 3 from the bed 2 at the time of demolding, the assembly and removal work of the side formwork 3 is not required, and the man-hour is greatly increased. It can be reduced and can greatly contribute to the improvement of productivity.

また、ノロ止め具8は繰り返し使用でき、更に、ゴムなどのリサイクル可能な材料で形成することにより、破損して使用不可能となっても、ゴムは再資源化が可能であり産業廃棄物を出すことも無い。   In addition, the stopper 8 can be used repeatedly, and further, by forming it with a recyclable material such as rubber, the rubber can be recycled even if it becomes damaged and cannot be used. There is no issue.

また、上部鉄筋挿通穴9aと下部鉄筋挿通穴9bが鉄筋挿入孔5を閉塞し、コンクリートのノロが型枠1外へ漏出することを防止できることにより、型枠の清掃作業が容易になる。   Moreover, the upper rebar insertion hole 9a and the lower rebar insertion hole 9b block the rebar insertion hole 5 and prevent leakage of concrete from the formwork 1 to facilitate the work of cleaning the formwork.

なお、本実施例ではゴムを使用したが、多少の弾性を有する素材であればよく樹脂等で形成してもよい。   In this embodiment, rubber is used, but any material having some elasticity may be used.

図3は実施例2を示す。
図3に示すように、本実施例2は、前記実施例1のノロ止め具8を用いて、これを側型枠3の外側から鉄筋挿入孔5部に装着するようにしたものである。
FIG. 3 shows a second embodiment.
As shown in FIG. 3, in the second embodiment, the slot stopper 8 of the first embodiment is used, and this is attached to the reinforcing bar insertion hole 5 from the outside of the side mold 3.

本実施例2の側型枠3とノロ止め具8の形状は、前記実施例1と同様であるため、同一部分には同一符号を付してその説明を省略する。   Since the shapes of the side mold 3 and the slot stop 8 of the second embodiment are the same as those of the first embodiment, the same portions are denoted by the same reference numerals and the description thereof is omitted.

次に、ノロ止め具8を使用してPC床版を製造する工程と作用について説明する。
まず、前記実施例1と同様に鉄筋6,6aを鉄筋挿入孔5に挿入させて型枠1内に設置する。
Next, the process and operation of manufacturing a PC floor slab using the slot stop 8 will be described.
First, as in the first embodiment, the reinforcing bars 6 and 6a are inserted into the reinforcing bar insertion holes 5 and installed in the mold 1.

次に、図3に示すように、側型枠3の外側において、ノロ止め具を、その上部嵌合部10と下部嵌合部11を側型枠3側に向けて配置する。そして、実施例1と同様に、上部鉄筋挿通穴9aと下部鉄筋挿通穴9bに鉄筋6,6aを挿通し、型枠1の外側より主体部9の表面を側型枠3側へ押圧する。そして、係止部10b,10b,11b,11bが側型枠3の内側から内端面5b,5cに引っ掛るようにして、上部嵌合部10と下部嵌合部11を鉄筋挿入孔5に嵌合させる。これにより、主体部9が鉄筋挿入孔5を外側から閉塞し、また、主体部9の上端も側型枠3の上端と同じ高さに位置する。   Next, as shown in FIG. 3, on the outside of the side mold 3, the slotter is arranged with its upper fitting portion 10 and lower fitting portion 11 facing the side mold 3. Then, similarly to the first embodiment, the reinforcing bars 6 and 6a are inserted into the upper reinforcing bar insertion hole 9a and the lower reinforcing bar insertion hole 9b, and the surface of the main body 9 is pressed toward the side mold frame 3 from the outside of the mold frame 1. Then, the upper fitting portion 10 and the lower fitting portion 11 are fitted into the reinforcing bar insertion hole 5 so that the locking portions 10b, 10b, 11b, 11b are hooked from the inside of the side mold frame 3 to the inner end surfaces 5b, 5c. Combine. Thereby, the main body 9 closes the reinforcing bar insertion hole 5 from the outside, and the upper end of the main body 9 is also located at the same height as the upper end of the side mold 3.

その後、生コンクリートを型枠1内に打設し、表面をこてで押え均し、養生、硬化させる。そして、コンクリート製品を脱型する前に、ノロ止め具8を側型枠3の外側方向(横方向)に引き出すようにして、上部嵌合部10と下部嵌合部11を鉄筋挿入孔5から外す。   Thereafter, ready-mixed concrete is placed in the mold 1 and the surface is pressed with a trowel to be cured and cured. Then, before removing the concrete product, the upper fitting part 10 and the lower fitting part 11 are removed from the reinforcing bar insertion hole 5 by pulling the slot stop 8 in the outer direction (lateral direction) of the side mold 3. remove.

この時、ノロ止め具8は、ゴムなどによる弾性体で形成されていることから上部嵌合部10と下部嵌合部11が変形し、コンクリート版から外側方向に引き出せ、更に、鉄筋挿入孔5からも外すことができる。   At this time, since the slot stopper 8 is formed of an elastic body made of rubber or the like, the upper fitting portion 10 and the lower fitting portion 11 are deformed and can be pulled out from the concrete plate, and further the reinforcing bar insertion hole 5. Can also be removed.

また、ノロ止め具8は、前記のように、側型枠3の外側へ外すことができるため、生コンクリートがある程度硬化した時点(半硬化状態)で、鉄筋挿入孔5から外すことができる。このようにコンクリートがある程度硬化した状態では、ノロ止め具8を取外しても、鉄筋挿入孔5からノロが漏れ出る虞もなく、ノロ止め具8を引き出す際にも、コンクリートがまだ軟らかいので、硬化した後より上部嵌合部10と下部嵌合部11が鉄筋挿入孔5から外し易い。   Moreover, since the slot stop 8 can be removed to the outside of the side mold 3 as described above, it can be removed from the reinforcing bar insertion hole 5 when the ready-mixed concrete is cured to some extent (semi-cured state). In this state where the concrete is hardened to some extent, there is no risk that the slot will leak from the reinforcing bar insertion hole 5 even if the slot stop 8 is removed, and the concrete is still soft when the slot stop 8 is pulled out. The upper fitting part 10 and the lower fitting part 11 can be easily removed from the reinforcing bar insertion hole 5 after the operation.

なお、本実施例2では、前記ノロ止め具8を装着したコンクリート版の側面に、上部嵌合部10と下部嵌合部11の跡が残るが、製品として使用する際には、この位置にジョイントコンクリートを施工する為、製品に支障は無い。   In Example 2, traces of the upper fitting portion 10 and the lower fitting portion 11 remain on the side surface of the concrete plate on which the noro stopper 8 is mounted. Since joint concrete is constructed, there is no problem with the product.

前記工程の後、硬化したコンクリート版を適宜手段で持ち上げて型枠1から脱型する。
以上のように、本実施例2はコンクリート版を脱型する前にノロ止め具8を外すことができるので、型枠1からの脱型時にノロ止め具8の抵抗を受けることが無く、容易に脱型することができる。
After the said process, the hardened concrete board is lifted with an appropriate means, and it demolds from the formwork 1. FIG.
As described above, the second embodiment can remove the stopper 8 before removing the concrete slab, so that it is easy to remove the resistance of the stopper 8 when removing from the mold 1. Can be demolded.

また、本実施例2では、コンクリート版の脱型前に、ノロ止め具8を側型枠3より外すことから、ノロ止め具8を型枠1が設置されている場所で外すことになり、コンクリート版にノロ止め具8が付いたまま貯蔵場所に移動されることがなく、後で貯蔵場所で外してから回収して型枠1まで搬送する手間を無くすことができる。   Moreover, in this Example 2, since the noro stopper 8 is removed from the side mold 3 before demolding the concrete plate, the noro stopper 8 is removed at the place where the mold 1 is installed, The concrete plate is not moved to the storage place with the noro stopper 8 attached, and it is possible to eliminate the trouble of recovering it after removing it from the storage place and transporting it to the mold 1 later.

なお、使用方法に関しては、本実施例2においても実施例1と同様にノロ止め具8をコンクリート版と共に挿入口5dから抜き出してもよく、用途に合せて適宜使用すればよい。   Regarding the method of use, also in the second embodiment, the slot stopper 8 may be extracted from the insertion port 5d together with the concrete plate in the same manner as in the first embodiment, and may be used as appropriate according to the application.

また、その他においても本実施例2は前記実施例1と同様な効果を奏する。
更に、前記各実施例においては切断線9d,9fを上下方向に形成したが、この切断線9d,9fを、各鉄筋挿通穴9a,9bから主体部1の側端面側(左右方向)へ設けてもよい。
In addition, the second embodiment has the same effects as the first embodiment.
Further, in each of the embodiments, the cutting lines 9d and 9f are formed in the vertical direction. The cutting lines 9d and 9f are provided from the reinforcing bar insertion holes 9a and 9b to the side end face side (left and right direction) of the main body 1. May be.

更に、本発明は、2本以上の鉄筋を鉄筋挿入孔に挿通する場合にも、前記鉄筋挿通穴と切断線を2本以上設けて対応させることができる。   Furthermore, the present invention can provide two or more reinforcing bar insertion holes and two or more cutting lines for handling even when two or more reinforcing bars are inserted into the reinforcing bar insertion hole.

本発明の実施例1を示す側断面図。1 is a side sectional view showing Example 1 of the present invention. 本発明の実施例1のノロ止め具と装着状態を示す組付斜視図。FIG. 3 is an assembled perspective view showing the noro stopper and the mounted state of the first embodiment of the present invention. 本発明の実施例2のノロ止め具と装着状態を示す斜視図。The perspective view which shows the slot stop of Example 2 of this invention, and a mounting state. 本発明を説明するために想定したノロ止め具示す断面図。Sectional drawing which shows the slot stop assumed in order to demonstrate this invention. 図4の斜視図。The perspective view of FIG.

符号の説明Explanation of symbols

1 型枠
3 側型枠
5 鉄筋挿入孔
6,6a 鉄筋
9 主体部
9a,9b 鉄筋挿通穴
9d,9f 切断線
10,11 嵌合部
DESCRIPTION OF SYMBOLS 1 Formwork 3 Side formwork 5 Reinforcing bar insertion hole 6, 6a Reinforcing bar 9 Main part 9a, 9b Reinforcing bar insertion hole 9d, 9f Cutting line 10,11 Fitting part

Claims (3)

側型枠に上方が開口した鉄筋挿入孔を形成し、該鉄筋挿入孔に複数本の鉄筋を上下に配置して挿入することにより、この挿入した鉄筋以外の部分に生じる鉄筋挿入孔の空隙を閉塞するコンクリートノロ止め具であって、前記鉄筋挿入孔を覆う可撓性の主体部と、該主体部に上下に配置した複数個の鉄筋挿通穴と、主体部の外端から前記鉄筋挿通穴へ鉄筋を挿通する切断線と、主体部を前記鉄筋挿入孔部へ保持させる保持手段とを有することを特徴とするコンクリートノロ止め具。   By forming a rebar insertion hole with an upper opening in the side mold and inserting a plurality of rebars vertically into the rebar insertion hole, the void of the rebar insertion hole generated in a portion other than the inserted rebar is removed. A concrete slot stopper for closing, a flexible main part covering the reinforcing bar insertion hole, a plurality of reinforcing bar insertion holes arranged vertically on the main part, and the reinforcing bar insertion hole from the outer end of the main part A concrete slot stop having a cutting line for inserting a reinforcing bar and a holding means for holding the main part in the reinforcing bar insertion hole. 前記鉄筋挿通穴を上下に2個設け、前記切断線を、上側の鉄筋挿通穴から主体部の上端と、下端の鉄筋挿通穴から主体部の下端とに亘って設けたことを特徴とする請求項1記載のコンクリートノロ止め具。   The reinforcing bar insertion hole is provided two vertically, and the cutting line is provided from the upper reinforcing bar insertion hole to the upper end of the main part, and from the lower reinforcing bar insertion hole to the lower end of the main part. Item 1. A concrete slot stop according to item 1. 前記保持手段を、主体部の片面に、前記側型枠の鉄筋挿入孔に嵌合係止する係止部を突設して形成したことを特徴とする請求項1又は2記載のコンクリートノロ止め具。   3. A concrete slot stop according to claim 1 or 2, wherein the holding means is formed by projecting a locking portion that fits and locks into a reinforcing bar insertion hole of the side mold on one side of the main body. Ingredients.
JP2005326087A 2005-11-10 2005-11-10 Noro stop Expired - Fee Related JP4757610B2 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111873164A (en) * 2020-07-29 2020-11-03 江苏蓝海住宅工业有限公司 Production system of concrete prefabricated part and production process of production system
KR102670768B1 (en) * 2024-03-11 2024-05-30 (주)주성이앤씨 Steel composite ramen bridge reinforced with section steel supports and crossing rebars and its construction method

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0952222A (en) * 1995-08-10 1997-02-25 Toda Kogyo Kk End face form for manufacturing pc block
JP2003062825A (en) * 2001-08-28 2003-03-05 Sato Kogyosho:Kk Form for molding concrete product having over-hanging rod

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0952222A (en) * 1995-08-10 1997-02-25 Toda Kogyo Kk End face form for manufacturing pc block
JP2003062825A (en) * 2001-08-28 2003-03-05 Sato Kogyosho:Kk Form for molding concrete product having over-hanging rod

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111873164A (en) * 2020-07-29 2020-11-03 江苏蓝海住宅工业有限公司 Production system of concrete prefabricated part and production process of production system
KR102670768B1 (en) * 2024-03-11 2024-05-30 (주)주성이앤씨 Steel composite ramen bridge reinforced with section steel supports and crossing rebars and its construction method

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