JP2013036184A - Hollow form and method for producing concrete structure - Google Patents

Hollow form and method for producing concrete structure Download PDF

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JP2013036184A
JP2013036184A JP2011171491A JP2011171491A JP2013036184A JP 2013036184 A JP2013036184 A JP 2013036184A JP 2011171491 A JP2011171491 A JP 2011171491A JP 2011171491 A JP2011171491 A JP 2011171491A JP 2013036184 A JP2013036184 A JP 2013036184A
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concrete
hollow mold
hollow
tubular member
gauge
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JP5783450B2 (en
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Shinichi Hiyoshi
慎一 日吉
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Kurimoto Ltd
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Abstract

PROBLEM TO BE SOLVED: To enable easy checking of concrete filling conditions in the lower part of a hollow form without forming a through-hole, a window part and others in the hollow form.SOLUTION: A belt-like steel plate in which a recessed groove-shaped rib 2 for reinforcement is formed in a longitudinal direction is wound in a shape of spiral cylinder, and both ends of the cylindrical shape is blocked by a cover plate 4 so as to form a hollow form body 3. Tubular members 6 are installed from the upper part to the lower part of the hollow form body 3 to be along the rib 2 for reinforcement. The bottom edge of the tubular member 6 is located immediately below a hollow form 1. Concrete C is placed in a form 8 for concrete placing to reach the lower part of the hollow form 1 and a gauge 10 is inserted in the tubular member 6 so that a butt plate 13 of the gauge 10 butts against the upper opening of the tubular member 6. Next, the gauge 10 is pulled out and it is checked whether the concrete C is stuck to a predetermined position of an insertion part 12. From right/wrong of the quality of the adhesion state, filling conditions of the concrete C in the lower part of the hollow form 1 can be easily checked.

Description

この発明は、コンクリート構造体の内部に中空部を形成する中空型枠、及び、この中空型枠を用いたコンクリート構造体の製造方法に関する。   The present invention relates to a hollow mold for forming a hollow portion inside a concrete structure, and a method for producing a concrete structure using the hollow mold.

コンクリート床板等のコンクリート構造体の内部に中空部を形成し、このコンクリート構造体の軽量化を図る方法として、例えば、特許文献1に示すように、コンクリート打設用の型枠内に中空型枠を固定し、この型枠内にコンクリートを打設して前記中空型枠を埋設するようにしたものがある。この方法によると、コンクリート構造体の内部に、コンクリートが入り込まない中空部(空洞部)が形成されるため、この中空部の分だけ、コンクリート構造体の軽量化を図ることができる。   As a method for forming a hollow portion inside a concrete structure such as a concrete floor board and reducing the weight of the concrete structure, for example, as shown in Patent Document 1, a hollow mold is provided in a concrete casting mold. Is fixed, and concrete is placed in the mold to embed the hollow mold. According to this method, since the hollow part (cavity part) into which concrete does not enter is formed inside the concrete structure, the weight of the concrete structure can be reduced by the amount of the hollow part.

このコンクリートの打設に際しては、中空型枠の下側にコンクリートが充填されているかどうか確認するのが難しい。この中空型枠の陰になって、その下側を直接目視で確認することができないためである。そこで、特許文献2に示す上下方向に透孔を形成した発泡樹脂製の埋込材や、特許文献3に示す上下に窓部を形成した中空型枠をコンクリート打設用の型枠内に固定し、この透孔あるいは窓部を通して、埋込材や中空型枠の下側のコンクリートの充填状況を目視で確認し得るようにすることがある。   When placing the concrete, it is difficult to check whether the concrete is filled under the hollow formwork. This is because the lower side of this hollow mold cannot be directly visually confirmed. Therefore, a foamed resin embedding material having through holes formed in the vertical direction shown in Patent Document 2 and a hollow mold frame having windows formed in the upper and lower directions shown in Patent Document 3 are fixed in the concrete casting mold. However, through this through hole or window portion, the filling state of the embedding material or the concrete under the hollow mold may be visually confirmed.

特開2002−138665号公報JP 2002-138665 A 特開2001−3506号公報JP 2001-3506 A 特開2011−94337号公報JP 2011-94337 A

埋込材に透孔を形成したり、中空型枠に窓部を形成したりする構成は、その形成が面倒であり、この透孔や窓部の周囲を補強する必要があることから、作業コストの増大を招く恐れがある。   The structure in which a through hole is formed in the embedding material or the window part is formed in the hollow frame is troublesome to form, and it is necessary to reinforce the periphery of the through hole and the window part There is a risk of increasing costs.

そこで、本願発明は、中空型枠に透孔や窓部等を形成することなく、この中空型枠の下側のコンクリート充填状況を容易に確認し得るようにすることを課題とする。   Then, this invention makes it a subject to make it easy to confirm the concrete filling condition of the lower side of this hollow mold, without forming a through-hole, a window part, etc. in a hollow mold.

上記の課題を解決するため、この発明は、コンクリート構造体の内部に、打設したコンクリートが入り込まない中空部を形成する際に用いる中空型枠において、中空型枠本体に、その外壁の上側から下側に向けて沿いつつ、前記中空型枠本体の下側で開口する、前記コンクリートの充填状況を確認するゲージを挿し込むための管状部材を設けて中空型枠を構成した。   In order to solve the above-described problems, the present invention provides a hollow mold used when forming a hollow portion into which a cast concrete does not enter inside a concrete structure. A hollow mold was configured by providing a tubular member for inserting a gauge for checking the filling state of the concrete, which opened along the lower side of the hollow mold main body and opened along the lower side.

この管状部材にゲージを挿し込んで、中空型枠の下側のコンクリートの充填状況を確認するようにしたことにより、この中空型枠に貫通孔や窓部を形成する必要がない。このため、貫通孔等を形成したり、その周囲を補強したりする手間を必要としない。この管状部材の下側の開口は、充填状況を確認したい中空型枠の真下にあるのが最も好ましいが、打設したコンクリートの流動方向や型枠の形状等を考慮して、その開口の位置を適宜変更することもできる。   By inserting a gauge into this tubular member and confirming the state of filling of the concrete below the hollow mold, there is no need to form a through hole or a window in the hollow mold. For this reason, the effort which forms a through-hole etc. or reinforces the circumference | surroundings is not required. It is most preferable that the lower opening of this tubular member is directly under the hollow formwork where the filling state is to be confirmed, but considering the flow direction of the placed concrete and the shape of the formwork, the position of the opening Can be appropriately changed.

また、管状部材の上端の位置は特に限定されないが、少なくともコンクリートの充填状況を確認する際に、この上端の開口が打設したコンクリートに埋もれない位置にする必要がある。この確認の際に上端の開口がコンクリートに埋もれていると、ゲージの引き抜きの際に、管状部材の下端側における充填状況の良否にかかわらずゲージにコンクリートが付着し、この下端側の充填状況を正確に把握することができないためである。   Further, the position of the upper end of the tubular member is not particularly limited, but at least when checking the state of filling concrete, it is necessary that the opening of the upper end is not buried in the placed concrete. If the opening at the upper end is buried in the concrete during this check, the concrete will adhere to the gauge when the gauge is pulled out, regardless of the filling condition at the lower end of the tubular member. This is because it cannot be accurately grasped.

この管状部材は、ゲージをスムーズに抜き差しし得るものであれば特に限定されないが、コンクリートの打設等の際に用いられるグラウトホースを用いるのが特に好ましい。このグラウトホースは高圧にも耐え得る強度を有し、コンクリート打設の際に外部から力が加わっても変形しにくく、しかも、その内面が滑らかであって、ゲージをスムーズに抜き差しすることができるためである。   The tubular member is not particularly limited as long as it can smoothly insert and remove the gauge, but it is particularly preferable to use a grout hose used in placing concrete. This grout hose is strong enough to withstand high pressure, and is difficult to deform even when external force is applied when placing concrete, and its inner surface is smooth, allowing the gauge to be inserted and removed smoothly. Because.

なお、ここでいう「中空部」とは、打設によってコンクリートが充填されない部分のことを指し、空洞部のみならず、コンクリートよりも軽量の発泡性樹脂が占める部分も含む。   Here, the “hollow part” refers to a part that is not filled with concrete by placing, and includes not only a hollow part but also a part occupied by a foaming resin that is lighter than concrete.

また、前記構成においては、前記中空型枠本体が、長手方向に凹溝状の補強用リブを形成した帯状鋼板を螺旋筒状に巻いて筒状体としたものであって、この中空型枠本体の両端を蓋板で閉塞し、前記補強用リブに沿うように前記管状部材が設けられている構成とすることができる。   Moreover, in the said structure, the said hollow mold main body winds the strip | belt-shaped steel plate in which the groove | channel for the groove-shaped reinforcement rib was formed in the longitudinal direction to the spiral cylinder shape, Comprising: This hollow mold frame It can be set as the structure by which the both ends of a main body are obstruct | occluded with a cover board and the said tubular member is provided so that the said rib for reinforcement may be followed.

この補強用リブに沿うように管状部材を設けると、コンクリートの打設の際にこの管状部材に打設圧が作用しても、この管状部材が前記補強用リブに係止されて中空型枠本体の外壁面からずれにくい。このため、コンクリートの充填状況を常に正確に把握することができる。   When a tubular member is provided along the reinforcing rib, the tubular member is locked to the reinforcing rib even when a casting pressure is applied to the tubular member when placing concrete. Difficult to shift from the outer wall of the main unit. For this reason, it is possible to always accurately grasp the concrete filling state.

また、前記各構成においては、前記管状部材の下端側の開口を、垂直下向きに向けるようにすることができる。   Moreover, in each said structure, the opening of the lower end side of the said tubular member can be made to face perpendicular | vertical downward.

この管状部材の下端側の開口が横向きになっていると、打設したコンクリートがその下端の開口に向かって流動する場合と、それとは逆向きに流動する場合との間で、ゲージへの付着しやすさに差が生じることがある。そこで、上記のように前記管状部材の下端側開口を下向きにすると、打設したコンクリートの流動方向の影響を受けにくく、コンクリートの充填状況の良否を正確に把握することができる。   If the opening on the lower end side of this tubular member is in the horizontal direction, the concrete adheres to the gauge between when the cast concrete flows toward the opening at the lower end and when it flows in the opposite direction. Differences in ease of use may occur. Therefore, when the lower end opening of the tubular member is directed downward as described above, it is difficult to be influenced by the flow direction of the placed concrete, and the quality of the concrete filling condition can be accurately grasped.

下端側開口を垂直下向きに向ける際には、管状部材の下端にL字形のベンド部材を使用したり、この下端部近傍にベンド治具を設けてこの管状部材自体を屈曲させたりすることができる。   When the lower end opening is directed vertically downward, an L-shaped bend member can be used at the lower end of the tubular member, or the tubular member itself can be bent by providing a bend jig near the lower end portion. .

この発明は、中空型枠本体に、中空型枠下側へのコンクリートの充填状況を確認するための透孔や窓部を形成することなく、この中空型枠本体の外壁に沿うように管状部材を設け、この管状部材にゲージを挿し込み、このゲージへのコンクリートの付着状況から充填状況の良否を判断するようにした。このようにすると、中空型枠の下側へのコンクリートの充填状況を容易に把握することができる。   The present invention provides a tubular member extending along the outer wall of the hollow mold body without forming a through hole or a window for confirming the state of filling of the concrete below the hollow mold frame in the hollow mold body. A gauge was inserted into the tubular member, and the quality of the filling state was judged from the state of adhesion of concrete to the gauge. If it does in this way, the filling condition of the concrete to the lower side of a hollow formwork can be grasped | ascertained easily.

この発明に係る中空型枠の第一実施形態を示す側面図Side view showing a first embodiment of a hollow mold according to the present invention 図1中のII−II線に沿う断面図Sectional drawing which follows the II-II line in FIG. 管状部材を補強用リブに設けた状態を示す要部側面図Side view of essential parts showing a state in which the tubular member is provided on the reinforcing rib 管状部材の下端部を示す正面図Front view showing the lower end of the tubular member 管状部材に挿し込むゲージを示す正面図Front view showing a gauge inserted into a tubular member この発明に係る中空型枠の第二実施形態を示す側面図Side view showing a second embodiment of the hollow mold according to the present invention 中空型枠を固定した型枠内へのコンクリート打設工程を示す断面図Sectional view showing the concrete placing process in the mold with the hollow mold fixed

この発明に係る中空型枠1の第一実施形態を図1〜2に示す。この中空型枠1は、長手方向に凹溝状の補強用リブ2を形成した帯状の鋼板を螺旋筒状に巻いて中空型枠本体3とし、この筒状の両端を蓋板4で閉塞したものである。この帯状の鋼板の両側は、図3に示すように加締め処理によってしっかりと連結され、打設したコンクリートCが中空型枠1内に入り込まないようにしている。なお、図1においては、図面の記載が煩雑になるのを防ぐべく、補強用リブ2及び加締め部5の図示を省略している。   A first embodiment of a hollow mold 1 according to the present invention is shown in FIGS. In this hollow mold 1, a strip-shaped steel plate having a groove-shaped reinforcing rib 2 formed in the longitudinal direction is wound in a spiral cylindrical shape to form a hollow mold main body 3, and both ends of the cylindrical shape are closed with lid plates 4. Is. As shown in FIG. 3, both sides of the strip-shaped steel plate are firmly connected by caulking treatment so that the placed concrete C does not enter the hollow mold 1. In FIG. 1, the reinforcing rib 2 and the caulking portion 5 are not shown in order to prevent the drawing from being complicated.

この中空型枠本体3には、その上側から下側に向けて外壁の補強用リブ2に沿うように複数の管状部材6が留め具7によって固定されている。この管状部材6の上端は中空型枠1の真上に、下端は中空型枠1の真下にそれぞれ位置している。図1に示すように、複数の管状部材6を、その上下端の向きを所定の向きに揃えて一定間隔ごと(例えば、120cmごと)に配置するのが好ましいが、コンクリート打設用の型枠8や中空型枠1の形状、型枠8内におけるコンクリートCの流動方向等、種々の要因を考慮した上で、管状部材6の数や配置、上下端の位置等を適宜変更することができる。   A plurality of tubular members 6 are fixed to the hollow frame body 3 by fasteners 7 along the reinforcing ribs 2 on the outer wall from the upper side to the lower side. The upper end of the tubular member 6 is positioned directly above the hollow mold 1 and the lower end is positioned directly below the hollow mold 1. As shown in FIG. 1, it is preferable to arrange a plurality of tubular members 6 at regular intervals (for example, every 120 cm) with their upper and lower ends oriented in a predetermined direction. 8, the shape of the hollow mold 1, the flow direction of the concrete C in the mold 8, and the like can be appropriately changed in consideration of various factors such as the number and arrangement of the tubular members 6 and the positions of the upper and lower ends. .

この管状部材6の上下端には、図4に示すように、途中で90度屈曲した管状のベンド部9がそれぞれ連結されている。前記下端に設けたベンド部9の先端は下向きになっているため、打設したコンクリートCの流動方向の影響を受けにくく、その充填状況を正確に確認することができる。また、前記上端に設けたベンド部9の先端は上向きになっているため、型枠8の上側から、スムーズにゲージ10の抜き挿しを行うことができる。   As shown in FIG. 4, tubular bend portions 9 bent 90 degrees in the middle are connected to the upper and lower ends of the tubular member 6. Since the tip of the bend portion 9 provided at the lower end faces downward, it is difficult to be influenced by the flow direction of the placed concrete C, and the filling state can be confirmed accurately. Further, since the tip of the bend portion 9 provided at the upper end is directed upward, the gauge 10 can be smoothly inserted and removed from the upper side of the mold 8.

このベンド部9を連結する代わりに、管状部材6の上下端をそれぞれ上下方向に屈曲させるベンド治具を用いてもよい。このベンド治具を用いた場合、ベンド部9を連結した場合と異なり管状部材6の内面に段差が生じないため、ゲージ10の抜き挿しを一層スムーズに行い得る。   Instead of connecting the bend portions 9, a bend jig that bends the upper and lower ends of the tubular member 6 in the vertical direction may be used. When this bend jig is used, there is no step on the inner surface of the tubular member 6 unlike when the bend portion 9 is connected, so that the gauge 10 can be inserted and removed more smoothly.

この管状部材6として、例えば、コンクリートCの打設等の際に用いるグラウトホースを採用することができる。このグラウトホースは、中空型枠本体3に沿うように設ける(巻き付ける)のに十分な弾性と、コンクリートCの打設圧によって変形しない程度の強度を兼ね備えている。しかも、その内面が滑らかであるため、ゲージ10の抜き挿しをスムーズに行うことができる。このグラウトホースと同等の機能を有するものであれば、もちろん他の管状部材6を用いることも可能である。   As this tubular member 6, for example, a grout hose used when placing concrete C or the like can be used. This grout hose has sufficient elasticity to be provided (wound) along the hollow mold body 3 and strength sufficient to prevent deformation by the casting pressure of the concrete C. Moreover, since the inner surface is smooth, the gauge 10 can be inserted and removed smoothly. Of course, other tubular members 6 can be used as long as they have a function equivalent to this grout hose.

管状部材6に挿し込むゲージ10は、図5に示すように、持ち手部11と、挿し込み部12と、突き当て板13とから構成される。このゲージ10の挿し込み部12を管状部材6の上端開口部から挿し込む。この挿し込み部12の素材として、やや湾曲させた薄鋼板や鋼線、弾性の高い樹脂製の線材等から適宜選択することができる。このように、ある程度の剛性を有し、自在に屈曲し得る素材を用いることで、管状部材6内をスムーズに通すことができる。   As shown in FIG. 5, the gauge 10 to be inserted into the tubular member 6 includes a handle portion 11, an insertion portion 12, and a butting plate 13. The insertion portion 12 of the gauge 10 is inserted from the upper end opening of the tubular member 6. The material of the insertion portion 12 can be appropriately selected from a slightly curved thin steel plate or steel wire, a highly elastic resin wire, or the like. Thus, by using a material that has a certain degree of rigidity and can be bent freely, the inside of the tubular member 6 can be smoothly passed.

突き当て板13が管状部材6の上端開口部に突き当たるまで挿し込んだ際に、挿し込み部12の先端が、管状部材6の下側開口部や、コンクリート打設用型枠8の底面に接する位置等、所望の位置にくるように、この挿し込み部12の長さを決定する。突き当て板13を設けることにより、予め決めた所定の位置までゲージ10を挿し込むことができる。   When the butting plate 13 is inserted until it hits the upper end opening of the tubular member 6, the distal end of the inserting portion 12 contacts the lower opening of the tubular member 6 and the bottom surface of the concrete casting form 8. The length of the insertion portion 12 is determined so as to reach a desired position such as a position. By providing the abutting plate 13, the gauge 10 can be inserted to a predetermined position determined in advance.

さらに、この挿し込み部12に目盛りを付与し、この目盛りへのコンクリートCの付着量を読み取ることによって、この中空型枠1の下側におけるコンクリートCの充填状況を定量的に評価することもできる。   Furthermore, the filling condition of the concrete C on the lower side of the hollow mold 1 can be quantitatively evaluated by giving a scale to the insertion portion 12 and reading the adhesion amount of the concrete C to the scale. .

この発明に係る中空型枠1の第二の実施形態を図6に示す。この中空型枠1は、図1に示した中空型枠1と基本的に同じ構成であるが、凹溝状の補強用リブ2が形成されておらず、中空型枠本体3の外壁に沿うように、その上側から下側に向かう最短経路で複数の管状部材6が設けられている点において異なっている。この構成においても、図1に記載の中空型枠1と同様に、中空型枠1の下側におけるコンクリートの回り込みを容易に確認することができる。   A second embodiment of the hollow mold 1 according to the present invention is shown in FIG. This hollow mold 1 has basically the same configuration as the hollow mold 1 shown in FIG. 1, but is not formed with a concave groove-shaped reinforcing rib 2 and is along the outer wall of the hollow mold body 3. Thus, it is different in that a plurality of tubular members 6 are provided in the shortest path from the upper side to the lower side. Also in this configuration, the concrete wraparound on the lower side of the hollow mold 1 can be easily confirmed as in the hollow mold 1 shown in FIG.

この中空型枠1を用いたコンクリート構造体の製造方法について説明する。   A method for manufacturing a concrete structure using the hollow mold 1 will be described.

コンクリート打設用の型枠8内の所定位置に、図1等に記載の中空型枠1を固定部材14を用いて固定し、図7に示すように、中空型枠1の下部に達する程度までこの型枠8内にコンクリートCを打設する。そして、中空型枠1の管状部材6に、ゲージ10をその突き当て板13が管状部材6の上側開口に突き当たるまで挿し込む。次いで、このゲージ10を引き抜いて、挿し込み部12の所定の位置までコンクリートCが付着しているか否かを確認する。複数の管状部材6を設けている場合は、各管状部材6に挿し込んだゲージ10について、同様にコンクリートCの付着状況を確認する。   The hollow mold 1 shown in FIG. 1 or the like is fixed to a predetermined position in the concrete casting mold 8 by using a fixing member 14 and reaches the lower part of the hollow mold 1 as shown in FIG. Until this time, the concrete C is placed in the mold 8. Then, the gauge 10 is inserted into the tubular member 6 of the hollow mold 1 until the butting plate 13 hits the upper opening of the tubular member 6. Next, the gauge 10 is pulled out, and it is confirmed whether or not the concrete C adheres to a predetermined position of the insertion portion 12. In the case where a plurality of tubular members 6 are provided, the adhesion state of the concrete C is similarly confirmed for the gauges 10 inserted into the tubular members 6.

各ゲージ10の挿し込み部12にコンクリートCが十分付着している場合は、中空型枠1の下側におけるコンクリートCの充填状況が良好であると判断して、さらに、既定量までコンクリートCを打設する。   When the concrete C is sufficiently adhered to the insertion portion 12 of each gauge 10, it is determined that the concrete C is well filled on the lower side of the hollow mold 1, and the concrete C is further added to a predetermined amount. To cast.

その一方で、各ゲージ10の挿し込み部12へのコンクリートCの付着量が不十分な場合は、中空型枠1の下側におけるコンクリートCの充填状況が不十分であると判断して、中空型枠1の側部からバイブレータ(図示せず)を挿し込み、中空型枠1の下側近傍のコンクリートCを加振する。この加振によってコンクリートCの流動性が高まり、充填が不十分な箇所に速やかにコンクリートCが充填される。その後、上記と同様に、規定量までコンクリートCを打設する。そして、打設したコンクリートCが硬化した後に型枠8を取り外して、コンクリート構造体を完成する。   On the other hand, if the amount of concrete C adhering to the insertion portion 12 of each gauge 10 is insufficient, it is determined that the concrete C filling state on the lower side of the hollow mold 1 is insufficient, and the hollow A vibrator (not shown) is inserted from the side of the mold 1 and the concrete C near the lower side of the hollow mold 1 is vibrated. Due to this vibration, the fluidity of the concrete C is increased, and the concrete C is quickly filled in the insufficiently filled portion. Thereafter, the concrete C is placed up to a specified amount in the same manner as described above. And after the cast concrete C hardens | cures, the formwork 8 is removed and a concrete structure is completed.

上記の各実施形態においては、中空型枠1として円筒状のものを採用したが、この形状はもちろんこれに限定されず、コンクリート打設用の型枠8の形状に対応して、角筒状、立方体、直方体、球形等の種々の形状のものを適宜採用することができる。さらに、内部が空洞の中空型枠1のみならず、発泡樹脂製等の中実部材も適宜採用することができる。   In each of the above embodiments, the hollow mold 1 has a cylindrical shape. However, this shape is not limited to this, and a rectangular tube shape corresponding to the shape of the concrete casting mold 8 is used. Various shapes such as a cube, a rectangular parallelepiped, and a sphere can be appropriately employed. Furthermore, not only the hollow mold 1 having a hollow inside but also a solid member such as a foamed resin can be appropriately employed.

1 中空型枠
2 補強用リブ
3 中空型枠本体
4 蓋板
5 加締め部
6 管状部材
7 留め具
8 型枠
9 ベンド部
10 ゲージ
11 持ち手部
12 挿し込み部
13 突き当て板
14 固定部材
C コンクリート
DESCRIPTION OF SYMBOLS 1 Hollow mold frame 2 Reinforcing rib 3 Hollow mold frame main body 4 Lid plate 5 Clamping part 6 Tubular member 7 Fastener 8 Mold frame 9 Bend part 10 Gauge part 11 Insert part 13 Butting board 14 Fixing member C concrete

Claims (4)

コンクリート構造体の内部に、打設したコンクリート(C)が入り込まない中空部を形成する際に用いる中空型枠において、
中空型枠本体(3)に、その外壁の上側から下側に向けて沿いつつ、前記中空型枠本体(3)の下側で開口する、前記コンクリート(C)の充填状況を確認するゲージを挿し込むための管状部材(6)を設けたことを特徴とする中空型枠。
In the hollow mold used when forming the hollow part into which the placed concrete (C) does not enter, inside the concrete structure,
A gauge for checking the state of filling of the concrete (C) that opens along the hollow mold main body (3) from the upper side to the lower side of the outer wall and opens below the hollow mold main body (3). A hollow mold provided with a tubular member (6) for insertion.
前記中空型枠本体(3)が、長手方向に凹溝状の補強用リブ(2)を形成した帯状鋼板を螺旋筒状に巻いて筒状体としたものであって、この中空型枠本体(3)の両端を蓋板(4)で閉塞し、前記補強用リブ(2)に沿うように前記管状部材(6)を設けたことを特徴とする請求項1に記載の中空型枠。   The hollow mold body (3) is a tubular body formed by winding a strip-shaped steel plate having a concave groove-shaped reinforcing rib (2) in the longitudinal direction into a spiral cylindrical shape. The hollow mold according to claim 1, wherein both ends of (3) are closed with a lid plate (4), and the tubular member (6) is provided along the reinforcing rib (2). 前記管状部材(6)の下端側の開口を、垂直下向きに向けたことを特徴とする請求項1又は2に記載の中空型枠。   The hollow mold according to claim 1 or 2, wherein an opening on a lower end side of the tubular member (6) is directed vertically downward. コンクリート打設用の型枠(8)内の所定位置に、打設したコンクリート(C)が入り込まない中空部を形成する中空型枠(1)を固定し、前記型枠(8)内にコンクリート(C)を打設して前記中空型枠(1)を埋設するようにしたコンクリート構造体の製造方法において、
前記中空型枠(1)が請求項1〜3のいずれか一つに記載の中空型枠(1)であって、前記コンクリート(C)の打設作業の際に、前記管状部材(6)に挿し込まれたゲージ(10)を適宜引き抜いて、このゲージ(10)先端へのコンクリート(C)の付着状態から中空型枠(1)下側へのコンクリート(C)の充填状況を確認するコンクリート構造体の製造方法。
A hollow mold (1) that forms a hollow portion into which the cast concrete (C) does not enter is fixed at a predetermined position in the concrete mold (8), and the concrete is placed in the mold (8). In the method for producing a concrete structure in which (C) is placed and the hollow mold (1) is embedded,
The said hollow mold (1) is the hollow mold (1) as described in any one of Claims 1-3, Comprising: In the case of the placement operation | work of the said concrete (C), the said tubular member (6) The gauge (10) inserted into the gauge (10) is pulled out as appropriate, and the state of filling of the concrete (C) on the lower side of the hollow mold (1) is confirmed from the state of adhesion of the concrete (C) to the tip of the gauge (10). A method for producing a concrete structure.
JP2011171491A 2011-08-05 2011-08-05 Hollow mold and method for producing concrete structure Expired - Fee Related JP5783450B2 (en)

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