JP4288267B2 - Half PC board driving member used for temporary fixing of roof drain body - Google Patents

Half PC board driving member used for temporary fixing of roof drain body Download PDF

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JP4288267B2
JP4288267B2 JP2006058994A JP2006058994A JP4288267B2 JP 4288267 B2 JP4288267 B2 JP 4288267B2 JP 2006058994 A JP2006058994 A JP 2006058994A JP 2006058994 A JP2006058994 A JP 2006058994A JP 4288267 B2 JP4288267 B2 JP 4288267B2
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plate
concrete
support plate
drain
driving member
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JP2007239184A (en
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正和 小林
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カネソウ株式会社
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本発明は、打込型ルーフドレインのルーフドレイン本体(以下、これを単に「ドレイン本体」と称する。)を、現場打ちコンクリートの打設前に仮固定装置によってハーフPC板上に仮固定する際に使用されるハーフPC板用打込部材に関する。   In the present invention, when a roof drain body (hereinafter simply referred to as a “drain body”) of a driving type roof drain is temporarily fixed on a half PC plate by a temporary fixing device before placing cast-in-place concrete. It is related with the driving member for half PC boards used for.

工場生産されるプレキャストコンクリート板(以下、これを「PC板」と称する。)にあって、通常の板厚の略半分の板厚で形成されるハーフPC板が知られており、かかるハーフPC板をRC造建築物の床部に配設し、現場打ちコンクリートの型枠として用いる建築工法が広く採用されている。このように、ハーフPC板を現場打ちコンクリートの型枠に用いることにより、一般的な木製の型枠が不要になるとともに、ハーフPC板から突設されているトラス筋やトップ筋に対して現場打ちコンクリートの補強筋を取付け得るのでレベルが出し易く、その配筋作業が容易であり、また、通常の板厚のPC板に比して軽量であるため、取扱い性がよく、現場へ搬入し易い等の種々の利点がある。   There is known a half-PC board which is a pre-cast concrete board (hereinafter referred to as “PC board”) produced at a factory, and is formed with a board thickness approximately half the normal board thickness. A construction method is widely adopted in which a plate is disposed on the floor of an RC building and used as a formwork for cast-in-place concrete. In this way, by using the half PC board for the cast-in-place concrete formwork, a general wooden formwork becomes unnecessary, and the truss bars and the top bars protruding from the half PC board are used in the field. Because it can be attached with reinforcement bars of cast concrete, the level is easy to set up, the work of arranging the bars is easy, and it is lighter than a normal PC board, so it is easy to handle and can be carried to the site. There are various advantages such as easy.

従来、上記のような建築工法において、ハーフPC板上に現場打ちコンクリートを打設して構築される床面に、打込型ルーフドレインのドレイン本体を配設する場合には、該ドレイン本体を仮固定装置によってハーフPC板上に仮固定した状態で現場打ちコンクリートが打設されるのであるが、ドレイン本体を仮固定するに際しては、図11に示すように、上端でドレイン本体aのドレイン受皿bを所定高さ位置に保持する筒状スペーサcの下端を支持するための埋込部材dが用いられている。   Conventionally, in the construction method as described above, when the drain main body of the driving type roof drain is disposed on the floor surface constructed by placing the cast-in-place concrete on the half PC plate, the drain main body is The cast-in-place concrete is cast in a state of being temporarily fixed on the half PC plate by the temporary fixing device. However, when temporarily fixing the drain body, as shown in FIG. An embedding member d for supporting the lower end of the cylindrical spacer c that holds b at a predetermined height position is used.

該埋込部材dは、略矩形状の取付け基板eの中央に開口された円形の開口部fを囲繞する環状周壁gと、該環状周壁gの内周面に周設された鍔縁hとを備えている。一方、ドレイン本体aを仮固定する仮固定装置は、前記筒状スペーサcと、ドレイン本体aの排水管部mに挿通される長尺な螺子杆nと、ドレイン受皿bの内底面上に乗載される挟圧板pと、該挟圧板pに挿通されて上方に突出する螺子杆nの突出端に螺合される緊締用ナットrと、螺子杆nの下端部に揺動可能に連結された支持プレートsとを備えている。ここで、支持プレートsには、一端を略中央に位置させて一側方に偏倚する長孔tが形成されており、該長孔tに螺子杆nを挿通させると、図13に示すように、支持プレートsがその偏荷重によって下方傾斜した状態で螺子杆nに吊持されるようになっている。   The embedded member d includes an annular peripheral wall g surrounding a circular opening f opened at the center of the substantially rectangular mounting substrate e, and a flange h provided around the inner peripheral surface of the annular peripheral wall g. It has. On the other hand, the temporary fixing device for temporarily fixing the drain main body a is mounted on the cylindrical spacer c, the long screw rod n inserted into the drain pipe portion m of the drain main body a, and the inner bottom surface of the drain tray b. A clamping pin p to be mounted, a tightening nut r that is inserted into the clamping plate p and protrudes upward and is screwed to a protruding end of the screw rod n, and a lower end portion of the screw rod n are swingably connected. Support plate s. Here, the support plate s is formed with a long hole t with one end positioned substantially at the center and biased to one side. When the screw hole n is inserted into the long hole t, as shown in FIG. Further, the support plate s is suspended by the screw thread n in a state where the support plate s is inclined downward due to the offset load.

このような仮固定装置と埋込部材dを用いてドレイン本体aをハーフPC板j上に仮固定するには、先ず、図12に示すように、ハーフPC板jに形成されている挿通孔kと環状周壁gの中心を一致させた状態で、埋込部材dの取付け基板eをハーフPC板j上にモルタルによって固定する。ここで、ドレイン本体aが配設されるハーフPC板jは、施工現場に合わせて注文生産される場合が多く、該ハーフPC板jには、工場生産時において、ドレイン本体aの配設位置に対応する位置にボイド管(紙管)や塩ビ管等の管状型材を用いて挿通孔kが予め形成されている。   In order to temporarily fix the drain body a on the half PC plate j using such a temporary fixing device and the embedded member d, first, as shown in FIG. 12, an insertion hole formed in the half PC plate j. In a state where k and the center of the annular peripheral wall g coincide with each other, the mounting substrate e of the embedded member d is fixed on the half PC plate j with mortar. Here, the half PC plate j on which the drain body a is disposed is often custom-made in accordance with the construction site, and the half PC plate j is disposed on the half PC plate j at the time of factory production. An insertion hole k is formed in advance using a tubular mold material such as a void tube (paper tube) or a vinyl chloride tube at a position corresponding to.

そして、上記のように、埋込部材dをハーフPC板j上に固定した後、図13に示すように、該埋込部材dの環状周壁g内に筒状スペーサcの下端を嵌合して鍔縁hによって支承し、筒状スペーサcの上端にドレイン受皿bを乗載してドレイン本体aを所定高さ位置に保持した状態で、下端に支持プレートsを下方傾斜状態で吊持した螺子杆nを、上方から排水管部m及びハーフPC板jの挿通孔kに差し入れて、該螺子杆nを傾けたり、或いは挿通孔kの孔縁に近づけたりし乍ら下方傾斜した支持プレートsの上部側をハーフPC板jの下面に引っ掛け、さらに該螺子杆nを長孔t内で支持プレートsの中央側に移動させた後、該螺子杆nを引き上げることによって、支持プレートsの両端部をハーフPC板jの下面に水平状に係合させ、この状態を維持し乍ら、図11に示すように、螺子杆nの上端を挟圧板pに挿通して、その突出端に緊締用ナットrを螺合させて緊締することにより、ドレイン本体aをハーフPC板j上に仮固定するようにしている。   Then, after fixing the embedded member d on the half PC plate j as described above, the lower end of the cylindrical spacer c is fitted into the annular peripheral wall g of the embedded member d as shown in FIG. The drain plate b is mounted on the upper end of the cylindrical spacer c and the drain body a is held at a predetermined height position, and the support plate s is suspended at the lower end in a downward inclined state. The support plate is inclined downward by inserting the screw 杆 n from above into the insertion hole k of the drain pipe portion m and the half PC plate j, and tilting the screw 杆 n or approaching the hole edge of the insertion hole k. The upper side of s is hooked on the lower surface of the half PC plate j, the screw rod n is moved to the center side of the support plate s in the long hole t, and then the screw rod n is pulled up, thereby Engage both ends horizontally with the lower surface of the half PC plate j, While maintaining this state, as shown in FIG. 11, the drain body a is inserted by inserting the upper end of the screw rod n into the pinching plate p and screwing the tightening nut r to the protruding end to tighten. Is temporarily fixed on the half PC plate j.

上記のような埋込部材dにあっては、ハーフPC板j上にモルタルによって固定するに際して、挿通孔kと環状周壁gの中心を正確に一致させることが極めて困難であり、このため、環状周壁gに下端を嵌合する筒状スペーサcによって保持されるドレイン本体aが挿通孔kの中心からずれ易いという問題点があった。また、螺子杆nの下端に下方傾斜状態で吊持した支持プレートsをハーフPC板jの下面に水平状に係合させるに際して、上記のようにその操作が極めて難しく面倒であり、さらにその後の緊締用ナットrの螺合まで螺子杆nを手で把持していないと螺子杆nが下階まで落下してしまうという問題点があった。また、ハーフPC板jの工場生産時において、該ハーフPC板jに挿通孔kを予め形成するためにボイド管等の管状型材を別途用いる必要があった。さらに、ハーフPC板jは、上部に現場打ちコンクリートを打設することを前提としているため、通常その上面は現場打ちコンクリートとの結合作用を向上し得るように粗面状に形成されるのであるが、埋込部材dが乗載される挿通孔kの周囲だけは、該埋込部材dを安定させるために平滑に仕上げねばならないという問題点があった。   In the embedded member d as described above, when the mortar is fixed on the half PC plate j, it is extremely difficult to accurately match the center of the insertion hole k and the annular peripheral wall g. There was a problem that the drain main body a held by the cylindrical spacer c fitting the lower end to the peripheral wall g is easily displaced from the center of the insertion hole k. Further, when the support plate s suspended in the downwardly inclined state at the lower end of the screw rod n is engaged horizontally with the lower surface of the half PC plate j, the operation is extremely difficult and troublesome as described above. There is a problem that if the screw 杆 n is not gripped by hand until the tightening nut r is screwed, the screw 杆 n falls to the lower floor. Further, at the time of factory production of the half PC plate j, it is necessary to separately use a tubular mold material such as a void tube in order to form the insertion hole k in the half PC plate j in advance. Further, since the half PC board j is premised on placing cast-in-place concrete on the top, the upper surface is usually formed in a rough surface so as to improve the coupling action with the cast-in-place concrete. However, there is a problem that only the periphery of the insertion hole k on which the embedded member d is mounted must be finished smoothly in order to stabilize the embedded member d.

本発明は、かかる従来の問題点を解消し得るルーフドレイン本体の仮固定に用いるハーフPC板用打込部材を提供することを目的とするものである。   An object of the present invention is to provide a driving member for a half PC plate used for temporarily fixing a roof drain main body that can solve the conventional problems.

本発明は、ドレイン受皿と該ドレイン受皿から下方に連成された排水管部とからなるドレイン本体の、その排水管部に外嵌されて、上端でドレイン受皿を所定高さ位置に保持する筒状スペーサと、螺子杆が立設され長さ方向に沿って形成された棒状の支持プレートを具備し、ドレイン本体とハーフPC板とを連結する連結手段とを備えた仮固定装置によってドレイン本体をハーフPC板上に仮固定する際に使用されるハーフPC板用打込部材であって、ハーフPC板の製造時にその製造用コンクリート型枠上に配置されて、打設されたコンクリートに上下方向の挿通孔を形成し、かつその上部がハーフPC板の上方に突出するコンクリート遮断筒部と、該コンクリート遮断筒部の上部を覆う天蓋板部とを備え、該天蓋板部に、前記筒状スペーサの下端を嵌合する連続状または非連続状の嵌合周壁を備えた嵌合部が形成されるとともに、前記嵌合周壁による囲繞領域内に前記支持プレートが上方から装入可能で、該支持プレートの長さ寸法に比して開口幅が狭い装入孔が開口される一方、前記コンクリート遮断筒部の外壁面に、打設されたコンクリート内に埋入するアンカーが側方突成されていることを特徴とするルーフドレイン本体の仮固定に用いるハーフPC板用打込部材である。
The present invention relates to a cylinder body that is externally fitted to a drain pipe portion of a drain body composed of a drain pan and a drain pipe portion that is coupled downward from the drain pan, and holds the drain pan at a predetermined height position at the upper end. The drain main body is provided by a temporary fixing device including a spacer and a rod-like support plate which is provided with a screw rod standing and is formed along the length direction, and a connecting means for connecting the drain main body and the half PC plate. A half-PC board driving member used for temporary fixing on a half-PC board, which is placed on the concrete formwork for manufacturing the half-PC board, and vertically placed on the placed concrete. And a canopy plate portion covering the upper portion of the concrete blocking cylinder portion, and the cylindrical shape is provided on the canopy plate portion. Spay A fitting portion having a continuous or non-continuous fitting peripheral wall that fits the lower end of the fitting peripheral wall is formed, and the support plate can be inserted from above into the surrounding area by the fitting peripheral wall. While an insertion hole having a narrow opening width compared to the length of the plate is opened, an anchor embedded in the placed concrete is laterally projected on the outer wall surface of the concrete blocking cylinder portion. It is the driving member for half PC boards used for temporary fixation of the roof drain body characterized by being characterized.

上記構成にあって、ハーフPC板用打込部材及び支持プレートは、適宜の剛性を備えた金属または硬質合成樹脂によって形成され得る。また、コンクリート遮断筒部は、断面矩形または円形に形成され得る。また、嵌合周壁を連続状または非連続状の円形とするとともに、該嵌合周壁による囲繞領域内に開口される装入孔を円形とし、その中心を嵌合周壁の中心に一致させることが望ましい。   In the above-described configuration, the half-PC plate driving member and the support plate can be formed of metal or hard synthetic resin having appropriate rigidity. Further, the concrete blocking cylinder portion can be formed in a rectangular or circular cross section. Further, the fitting peripheral wall may be a continuous or discontinuous circular shape, and the insertion hole opened in the surrounding area by the fitting peripheral wall may be circular, and the center thereof may be coincident with the center of the fitting peripheral wall. desirable.

また、前記嵌合部を、外周に嵌合周壁を備えた円形凸部または円形凹部とする構成が提案される。   Moreover, the structure which makes the said fitting part a circular convex part provided with the fitting peripheral wall in the outer periphery or a circular recessed part is proposed.

また、前記天蓋板部の下方の所定高さ位置に、装入孔から装入された支持プレートを水平状に保持する受縁部材を配設する構成が提案される。   In addition, a configuration is proposed in which an edge receiving member for horizontally holding the support plate inserted from the insertion hole is disposed at a predetermined height position below the canopy plate portion.

さらに、該受縁部材に、螺子杆に螺合される緊締用ナットの緊締方向への螺回操作に伴って回動する支持プレートの側面に当接して該支持プレートの回動を規制する回動規制片部を設ける構成が提案される。   Further, the rotation of the support plate is controlled by contacting the side surface of the support plate that is rotated in accordance with the screwing operation in the tightening direction of the tightening nut screwed to the screw rod. The structure which provides a movement control piece part is proposed.

また、前記コンクリート遮断筒部の下底面に、製造用コンクリート型枠との固定に用いる両面テープの貼着領域を備えた貼着面部を設ける構成が提案される。   Moreover, the structure which provides the sticking surface part provided with the sticking area | region of the double-sided tape used for fixation with the concrete mold for manufacture on the lower bottom face of the said concrete interruption | blocking cylinder part is proposed.

本発明は、上述したように、ハーフPC板の製造時にその製造用コンクリート型枠上に配置されて、打設されたコンクリートに上下方向の挿通孔を形成し、かつその上部がハーフPC板の上方に突出するコンクリート遮断筒部と、該コンクリート遮断筒部の上部を覆う天蓋板部とを備え、該天蓋板部に、筒状スペーサの下端を嵌合する連続状または非連続状の嵌合周壁を備えた嵌合部が形成されるとともに、前記嵌合周壁による囲繞領域内に前記支持プレートが上方から装入可能で、該支持プレートの長さ寸法に比して開口幅が狭い装入孔が開口される一方、前記コンクリート遮断筒部の外壁面に、打設されたコンクリート内に埋入するアンカーが側方突成されているルーフドレイン本体の仮固定に用いるハーフPC板用打込部材であるから、コンクリート遮断筒部と、嵌合周壁を有する嵌合部が形成された天蓋板部とが一体化されていることにより、コンクリート遮断筒部によって形成される挿通孔と嵌合周壁の中心を正確に一致させることができ、これによって嵌合周壁に下端を嵌合する筒状スペーサによって保持されるドレイン本体が挿通孔の中心からずれることがない。また、コンクリート遮断筒部の上部を覆う天蓋板部に、支持プレートが上方から装入可能で、該支持プレートの長さ寸法に比して開口幅が狭い装入孔が開口されていることにより、コンクリート遮断筒部の上部位置で、装入孔の孔縁下面に対する支持プレートの係合操作を極めて容易に行うことができる。即ち、従来のように、挿通孔を通過させてハーフPC板の下面に支持プレートを水平状に係合させる場合に必要であった難しくて面倒な操作を不要にすることができる。さらに、コンクリート遮断筒部によって、ハーフPC板の製造時に打設されたコンクリートに上下方向の挿通孔を形成し得るので、従来のように、ボイド管等の管状型材を別途用いる必要がない。また、本発明にかかる打込部材は、ハーフPC板の製造時に打設されたコンクリートと一体化されるため、従来のように、埋込部材d(図12参照)が乗載される挿通孔kの周囲を平滑に仕上げる作業を不要にすることができる。   As described above, the present invention is arranged on the concrete formwork for manufacturing when the half PC plate is manufactured, and the vertically inserted hole is formed in the placed concrete, and the upper portion of the half PC plate is the half PC plate. A continuous or non-continuous fitting that includes a concrete blocking cylinder portion projecting upward and a canopy plate portion covering an upper portion of the concrete blocking cylinder portion, and the lower end of a cylindrical spacer is fitted to the canopy plate portion. A fitting portion having a peripheral wall is formed, and the support plate can be inserted into the surrounding region by the fitting peripheral wall from above, and the opening width is narrower than the length of the support plate. Half PC board driving used for temporary fixing of the roof drain body in which a hole is opened and an anchor embedded in the placed concrete is laterally projected on the outer wall surface of the concrete blocking cylinder Because it is a member By integrating the concrete blocking cylinder part and the canopy plate part in which the fitting part having the fitting peripheral wall is formed, the insertion hole formed by the concrete blocking cylinder part and the center of the fitting peripheral wall are accurately located. Thus, the drain main body held by the cylindrical spacer that fits the lower end of the fitting peripheral wall does not deviate from the center of the insertion hole. In addition, the support plate can be inserted from above into the canopy plate portion that covers the upper part of the concrete blocking cylinder portion, and the insertion hole having an opening width narrower than the length of the support plate is opened. In addition, the operation of engaging the support plate with the bottom surface of the hole edge of the charging hole can be performed very easily at the upper position of the concrete blocking cylinder portion. That is, as in the prior art, it is possible to eliminate the difficult and troublesome operation that is required when the support plate is horizontally engaged with the lower surface of the half PC plate through the insertion hole. Furthermore, since the concrete blocking cylinder portion can form an insertion hole in the vertical direction in the concrete placed during the production of the half PC plate, there is no need to separately use a tubular mold such as a void pipe as in the prior art. In addition, since the driving member according to the present invention is integrated with the concrete placed when the half PC plate is manufactured, the insertion hole on which the embedded member d (see FIG. 12) is mounted as in the conventional case. The work of finishing the periphery of k smoothly can be eliminated.

また、前記嵌合部を、外周に嵌合周壁を備えた円形凸部または円形凹部とする構成にあっては、金属製の天蓋板部に対するプレス加工によって嵌合部を精密かつ容易に形成することが可能となる。   Moreover, in the structure which makes the said fitting part the circular convex part provided with the fitting peripheral wall in the outer periphery, or a circular recessed part, a fitting part is precisely and easily formed by the press work with respect to metal canopy board parts. It becomes possible.

また、前記天蓋板部の下方の所定高さ位置に、装入孔から装入された支持プレートを水平状に保持する受縁部材を配設する構成にあっては、支持プレートに立設された螺子杆から手を離しても、支持プレートを保持する受縁部材によって該支持プレートが落下することがない。   Further, in the configuration in which the receiving edge member for horizontally holding the support plate inserted from the insertion hole is disposed at a predetermined height position below the canopy plate portion, the support plate is erected on the support plate. Even if the hand is released from the screw rod, the support plate is not dropped by the edge receiving member that holds the support plate.

さらに、該受縁部材に、螺子杆に螺合される緊締用ナットの緊締方向への螺回操作に伴って回動する支持プレートの側面に当接して該支持プレートの回動を規制する回動規制片部を設ける構成にあっては、螺子杆に螺合される緊締用ナットの緊締方向への螺回操作時に、支持プレートが回動することがなく、その緊締操作を確実かつ容易に行うことができる。   Further, the rotation of the support plate is controlled by contacting the side surface of the support plate that is rotated in accordance with the screwing operation in the tightening direction of the tightening nut screwed to the screw rod. In the configuration in which the movement restricting piece portion is provided, the supporting plate does not rotate during the screwing operation in the tightening direction of the tightening nut screwed to the screw rod, and the tightening operation is surely and easily performed. It can be carried out.

また、前記コンクリート遮断筒部の下底面に、製造用コンクリート型枠との固定に用いる両面テープの貼着領域を備えた貼着面部を設ける構成にあっては、製造用コンクリート型枠上に貼着した両面テープ上に、コンクリート遮断筒部を乗載してその下底面に設けた貼着面部を貼着させることにより、製造用コンクリート型枠上への打込部材の設置を容易に行うことができる。   Moreover, in the structure which provides the sticking surface part provided with the sticking area | region of the double-sided tape used for fixation with the concrete mold for manufacture on the lower bottom face of the said concrete interruption | blocking cylinder part, it sticks on the concrete mold for manufacture. Easily install the driving member on the concrete formwork for manufacturing by mounting the concrete blocking cylinder on the double-sided tape that has been worn and attaching the sticking surface provided on the bottom surface of the concrete. Can do.

以下に、本発明の一実施例を、図1〜図9に基づいて説明する。
打込型ルーフドレインのドレイン本体1は、図1に示すように、その上部に円形のドレイン受皿2を備え、該ドレイン受皿2の内底中央から下方に向けて排水管部3が連成された公知形状となっている。また、該排水管部3に外嵌されている筒状スペーサ4は、その上端でドレイン本体1をハーフPC板5上に打設される現場打ちコンクリート30の厚みに対応する所定の高さ位置に保持し、かつ該現場打ちコンクリート30の排水管部3側への流入を遮断するためのものであって、該筒状スペーサ4の下端は、後述するハーフPC板用打込部材11の嵌合部16に嵌合されている。また、ドレイン本体1とハーフPC板5は連結手段によって連結されている。該連結手段は、後述するハーフPC板用打込部材11の装入孔17の孔縁下面に係合される支持プレート7(図5参照)と、該支持プレート7の略中央に立設された螺子杆8と、ドレイン受皿2に被着されて前記螺子杆8の上端部が挿通される養生蓋を兼ねた挟圧板9と、該挟圧板9から上方に突出する螺子杆8の突出端に螺合される緊締用ナット10とからなり、該連結手段と前記筒状スペーサ4とによって、ドレイン本体1をハーフPC板5上に仮固定する仮固定装置が構成されている。
Below, one Example of this invention is described based on FIGS.
As shown in FIG. 1, the drain main body 1 of the driving-type roof drain includes a circular drain tray 2 at the top thereof, and a drain pipe portion 3 is coupled downward from the center of the inner bottom of the drain tray 2. It has a known shape. Further, the cylindrical spacer 4 fitted on the drain pipe portion 3 has a predetermined height position corresponding to the thickness of the cast-in-place concrete 30 on which the drain body 1 is placed on the half PC plate 5 at the upper end. And the lower end of the cylindrical spacer 4 is fitted with a later-described half-PC plate driving member 11 for holding the cast-in-place concrete 30 to the drain pipe 3 side. The joint 16 is fitted. Further, the drain main body 1 and the half PC plate 5 are connected by a connecting means. The connecting means is erected on the support plate 7 (see FIG. 5) that is engaged with the lower surface of the hole edge of the insertion hole 17 of the half-PC plate driving member 11 to be described later, and substantially at the center of the support plate 7. A screw rod 8, a clamping plate 9 that is attached to the drain tray 2 and serves as a curing lid through which the upper end of the screw rod 8 is inserted, and a protruding end of the screw rod 8 that protrudes upward from the clamping plate 9 A fastening nut 10 that is screwed onto the half PC plate 5, and the connecting means and the cylindrical spacer 4 constitute a temporary fixing device that temporarily fixes the drain body 1 on the half PC plate 5.

本発明の要部にかかるハーフPC板用打込部材11は、図2〜図4に示すように、コンクリート遮断筒部12と、該コンクリート遮断筒部12の上部を覆う天蓋板部13とを備えており、該コンクリート遮断筒部12と天蓋板部13とが溶接により一体化されている。このハーフPC板用打込部材11の素材には鋼板が好適に用いられ得るが、鋼板に代えて硬質合成樹脂製としてもよい。この硬質合成樹脂製とする場合にはコンクリート遮断筒部12と天蓋板部13とを一体成形したり、別体成形後に接着剤で接合して一体化され得る。また、この実施例では、コンクリート遮断筒部12を断面矩形に形成してハーフPC板用打込部材11の全体形状を立方体状としたが、これに変えてコンクリート遮断筒部12を断面円形に形成してその全体形状を有蓋円筒状としてもよい。   As shown in FIG. 2 to FIG. 4, the half-PC board driving member 11 according to the main part of the present invention includes a concrete blocking cylinder portion 12 and a canopy plate portion 13 covering the top of the concrete blocking cylinder portion 12. The concrete blocking cylinder portion 12 and the canopy plate portion 13 are integrated by welding. Although a steel plate can be suitably used as the material for the half-PC plate driving member 11, it may be made of a hard synthetic resin instead of the steel plate. When it is made of this hard synthetic resin, the concrete blocking cylinder portion 12 and the canopy plate portion 13 may be integrally formed, or may be integrated by bonding with an adhesive after separate molding. Further, in this embodiment, the concrete blocking cylinder portion 12 is formed in a rectangular cross section, and the overall shape of the half PC plate driving member 11 is a cubic shape, but instead the concrete blocking cylinder portion 12 has a circular cross section. The entire shape may be formed as a covered cylinder.

前記コンクリート遮断筒部12の高さ寸法は、ハーフPC板5の厚み寸法より若干大きくなるように設定されており、これによってその上部をハーフPC板5の上方に突出させ得るようにしている(図1参照)。また、コンクリート遮断筒部12の外壁面にはハーフPC板5の製造時に打設されるコンクリート内に埋入する複数のアンカー14が側方突成されている。   The height dimension of the concrete blocking cylinder portion 12 is set to be slightly larger than the thickness dimension of the half PC plate 5 so that the upper portion thereof can protrude above the half PC plate 5 ( (See FIG. 1). In addition, a plurality of anchors 14 that are embedded in the concrete that is placed when the half PC plate 5 is manufactured are laterally formed on the outer wall surface of the concrete blocking cylinder portion 12.

前記天蓋板部13には、コンクリート遮断筒部12の中心軸線にその中心を一致させて、周方向に連続する嵌合周壁15を外周に備えた円形凹部からなる嵌合部16が形成されており、該嵌合部16の嵌合周壁15内に前記筒状スペーサ4の下端を嵌合し得るようになっている。また、該嵌合部16には、嵌合周壁15による囲繞領域内に該嵌合周壁15と同心状の装入孔17が開口されている。該装入孔17は、前記螺子杆8を略中央に立設した支持プレート7が上方から装入可能で、該支持プレート7の長さ寸法に比してその開口幅が狭くなるように設定されている。さらに装入孔17の孔縁には所定幅の鍔縁18が周設されており、該鍔縁18によって筒状スペーサ4の下端を支承し得るようになっている。   The canopy plate portion 13 is formed with a fitting portion 16 formed of a circular concave portion having a fitting peripheral wall 15 continuous in the circumferential direction with its center aligned with the central axis of the concrete blocking cylinder portion 12. The lower end of the cylindrical spacer 4 can be fitted into the fitting peripheral wall 15 of the fitting portion 16. Further, the fitting portion 16 is provided with an insertion hole 17 concentric with the fitting peripheral wall 15 in an enclosed area formed by the fitting peripheral wall 15. The insertion hole 17 is set such that the support plate 7 with the screw rod 8 standing substantially at the center can be inserted from above, and the opening width is narrower than the length of the support plate 7. Has been. Further, a flange edge 18 having a predetermined width is provided around the hole edge of the insertion hole 17 so that the lower end of the cylindrical spacer 4 can be supported by the flange edge 18.

また、前記天蓋板部13の下方の所定高さ位置には、装入孔17を中心とする180°異なる位置に、一対の受縁部材19,19が配設されている。該受縁部材19,19は、装入孔17から装入された支持プレート7の両端部を支承して水平状に保持し得るものであって、図6に示すように、上下方向に延在する連結片部20aと、該連結片部20aの上部に連設された水平状の取付け片部20bと、該連結片部20aの下部に連設された水平状の受片部20cとによって夫々断面略クランク形に形成されている。そして、各受縁部材19,19の取付け片部20b,20bを溶接等の接合手段によって天蓋板部13の下面に夫々固着することにより、受片部20c,20cを天蓋板部13の下方の所定高さ位置に保持し、該受片部20c,20cによって支持プレート7の両端部を支承し得るようになっている。   In addition, a pair of edge receiving members 19, 19 are disposed at a predetermined height position below the canopy plate portion 13 at positions different from each other by 180 ° around the insertion hole 17. The receiving members 19, 19 can support both ends of the support plate 7 inserted from the insertion hole 17 and hold it horizontally, and extend vertically as shown in FIG. An existing connecting piece 20a, a horizontal mounting piece 20b connected to the upper part of the connecting piece 20a, and a horizontal receiving piece 20c connected to the lower part of the connecting piece 20a. Each has a substantially crank shape in cross section. Then, the receiving piece portions 20c, 20c are fixed to the lower surface of the canopy plate portion 13 by joining means such as welding, respectively, so that the receiving piece portions 20c, 20c are located below the canopy plate portion 13. It is held at a predetermined height position, and both end portions of the support plate 7 can be supported by the receiving piece portions 20c and 20c.

また、前記受縁部材19,19は、受片部20c,20cの一側縁から立ち上がる回動規制片部21,21を備えている。該回動規制片部21,21は、前記螺子杆8に螺合される緊締用ナット10の緊締方向への螺回操作に伴って回動する支持プレート7の側面に当接して該支持プレート7の回動を規制し得るものであって、受縁部材19,19の受片部20c,20c上に支持プレート7の両端部が位置した状態で、緊締用ナット10の緊締方向への螺回操作に伴う支持プレート7の回動方向側の側面に対向するように配設されている。また、受片部20c,20cの他側縁には、受片部20c,20cに支承された支持プレート7の他側面に当接して、該支持プレート7の脱落を防止する比較的高さの低い脱落防止片部22,22が上方突成されている。尚、装入孔17から装入された支持プレート7の両端部は、該脱落防止片部22,22の上方空間を通過させて受片部20c,20cによって支承可能な位置に移動される。   Further, the edge receiving members 19 and 19 are provided with rotation restricting pieces 21 and 21 rising from one side edge of the receiving pieces 20c and 20c. The rotation restricting pieces 21 and 21 come into contact with the side surface of the support plate 7 that rotates in accordance with the screwing operation of the tightening nut 10 screwed into the screw rod 8 in the tightening direction. 7, and in the state where both ends of the support plate 7 are positioned on the receiving pieces 20 c, 20 c of the receiving members 19, 19, the tightening nut 10 is screwed in the tightening direction. It arrange | positions so that the side surface by the side of the rotation direction of the support plate 7 accompanying rotation operation may be opposed. Further, the other side edges of the receiving piece portions 20c, 20c are in contact with the other side surface of the support plate 7 supported by the receiving piece portions 20c, 20c, so that the supporting plate 7 is prevented from falling off. Low drop-off prevention pieces 22 and 22 project upward. Both end portions of the support plate 7 inserted from the insertion hole 17 are moved to positions where they can be supported by the receiving piece portions 20c and 20c through the space above the drop-off preventing piece portions 22 and 22.

さらに、前記コンクリート遮断筒部12の下底面には、図4に示すように、該コンクリート遮断筒部12の下端開口23を囲繞する所定幅の貼着板部24が水平状に配設されており、該貼着板部24の下面を製造用コンクリート型枠26(図7参照)との固定に用いる両面テープ27の貼着領域を備えた貼着面部25としている。   Further, as shown in FIG. 4, a sticking plate portion 24 having a predetermined width surrounding the lower end opening 23 of the concrete blocking cylinder portion 12 is horizontally disposed on the lower bottom surface of the concrete blocking cylinder portion 12. The lower surface of the sticking plate portion 24 is used as a sticking surface portion 25 having a sticking region of a double-sided tape 27 used for fixing to the manufacturing concrete formwork 26 (see FIG. 7).

次に、上記構成からなるハーフPC板用打込部材11の使用方法について説明する。
ハーフPC板用打込部材11はハーフPC板5の製造時に該ハーフPC板5内に組み付けられる。図7(a)に示すように、ハーフPC板用打込部材11を定盤からなる製造用コンクリート型枠26上に配置する。ここで、製造用コンクリート型枠26上には、ドレイン本体1の配設位置に対応する位置にマーキングが施され、該マーキングにハーフPC板用打込部材11を一致させることにより、施工現場でドレイン本体1を配設する正確な位置にハーフPC板用打込部材11を配置することができる。また、この時、コンクリート遮断筒部12の下底面に設けられた貼着面部25と、製造用コンクリート型枠26とを両面テープ27によって接合することにより、ハーフPC板用打込部材11の設置を容易に行うことができる。尚、図示省略されているが、製造用コンクリート型枠26上には、補強用鉄筋が所定形態で配設される。
Next, the usage method of the driving member 11 for half PC boards which consists of the said structure is demonstrated.
The half PC board driving member 11 is assembled in the half PC board 5 when the half PC board 5 is manufactured. As shown in FIG. 7A, the half PC plate driving member 11 is disposed on a manufacturing concrete formwork 26 made of a surface plate. Here, on the concrete formwork 26 for manufacturing, marking is made at a position corresponding to the position where the drain main body 1 is disposed, and by matching the marking member 11 for half PC plate with the marking, the marking is made at the construction site. The half-PC board driving member 11 can be disposed at an accurate position where the drain body 1 is disposed. At this time, the half PC board driving member 11 is installed by joining the sticking surface portion 25 provided on the lower bottom surface of the concrete blocking cylinder portion 12 and the concrete formwork 26 for manufacture with a double-sided tape 27. Can be easily performed. Although not shown in the drawings, reinforcing bars are arranged in a predetermined form on the concrete formwork 26 for manufacturing.

そして、図7(b)に示すように、製造用コンクリート型枠26上に所定量のコンクリート28を打設して、コンクリート遮断筒部12の上部が打設したコンクリート28の上方に突出する状態となるようにする。この状態で所定時間放置してコンクリート28を硬化させた後、図7(c)に示すように、製造用コンクリート型枠26から取り外すと、ハーフPC板用打込部材11が硬化したコンクリート28と一体化し、コンクリート遮断筒部12によってドレイン本体1の配設位置に対応する位置に上下方向の挿通孔29が形成されたハーフPC板5が完成する。ここで、コンクリート遮断筒部12の外壁面には、打設されたコンクリート28内に埋入するアンカー14が側方突成されていることにより、そのアンカー作用によってハーフPC板用打込部材11がハーフPC板5から脱落することはない。   Then, as shown in FIG. 7B, a predetermined amount of concrete 28 is placed on the manufacturing concrete formwork 26, and the upper portion of the concrete blocking cylinder 12 projects above the placed concrete 28. To be. After allowing the concrete 28 to harden in this state for a predetermined time, as shown in FIG. 7C, when the concrete PC 26 is removed from the manufacturing concrete formwork 26, the half-PC board driving member 11 is hardened. The half PC board 5 in which the vertical insertion holes 29 are formed at the positions corresponding to the arrangement positions of the drain main body 1 by the concrete blocking cylinder portion 12 is completed. Here, the anchor 14 embedded in the placed concrete 28 is formed on the outer wall surface of the concrete blocking cylinder portion 12 so as to protrude laterally, so that the anchoring action causes the half PC plate driving member 11. Does not fall off from the half PC plate 5.

次に、ハーフPC板用打込部材11を組み付けた前記ハーフPC板5上に、施工現場でドレイン本体1を仮固定する手順について説明する。
先ず、建築物の床部となる所定の場所にハーフPC板5を水平に設置する。該ハーフPC板5は上述したように現場打ちコンクリートの型枠として用いられる。そして、図8(a)に示すように、支持プレート7に立設された螺子杆8の上部を把持して、該支持プレート7を天蓋板部13の装入孔17からコンクリート遮断筒部12内に若干傾斜させた状態で装入した後、図8(b)に示すように、支持プレート7を水平状態に戻して、図8(c)に示すように、該支持プレート7の両端部を受縁部材19,19の受片部20c,20cに乗載して水平状に保持させる。これにより、螺子杆8から手を離しても支持プレート7が落下することがなく、また、螺子杆8がハーフPC板用打込部材11から上方に向けて垂直状に立設されることとなる。
Next, the procedure for temporarily fixing the drain main body 1 on the construction site on the half PC plate 5 assembled with the half PC plate driving member 11 will be described.
First, the half PC board 5 is installed horizontally in the predetermined place used as the floor part of a building. The half PC plate 5 is used as a cast-in-place concrete form as described above. Then, as shown in FIG. 8 (a), the upper part of the screw rod 8 erected on the support plate 7 is gripped, and the support plate 7 is inserted from the insertion hole 17 of the canopy plate part 13 into the concrete blocking cylinder part 12. Then, the support plate 7 is returned to the horizontal state as shown in FIG. 8 (b), and both end portions of the support plate 7 are shown in FIG. 8 (c). Is placed on the receiving piece portions 20c, 20c of the receiving edge members 19, 19 and held horizontally. Thereby, the support plate 7 does not fall even if the hand is released from the screw rod 8, and the screw rod 8 is erected vertically from the half-PC plate driving member 11 upward. Become.

この状態で、図1に示すように、天蓋板部13に形成されている嵌合部16の嵌合周壁15(図4参照)内に筒状スペーサ4の下端を嵌合し、該筒状スペーサ4の上端にドレイン受皿2を乗載して所定高さ位置に保持する。次いで、養生蓋を兼ねた挟圧板9に螺子杆8の上部を挿通して、該挟圧板9をドレイン受皿2に被着し、該挟圧板9から上方に突出する螺子杆8の突出端に緊締用ナット10を螺合して緊締方向に螺回操作する。これにより、螺子杆8の上方への螺進作用を介して支持プレート7が受縁部材19,19から浮き上がって、装入孔17(図4参照)の孔縁下面に係合されることとなる。ここで、上記のように緊締用ナット10を緊締方向に螺回操作すると、これに伴って支持プレート7が同方向へ回動するのであるが、受縁部材19,19に設けられた回動規制片部21,21に支持プレート7の側面が当接して、該支持プレート7の回動が規制されることにより、緊締用ナット10の緊締操作を確実かつ容易に行うことができる。   In this state, as shown in FIG. 1, the lower end of the cylindrical spacer 4 is fitted into the fitting peripheral wall 15 (see FIG. 4) of the fitting portion 16 formed in the canopy plate portion 13, and the cylindrical shape is obtained. The drain pan 2 is placed on the upper end of the spacer 4 and held at a predetermined height position. Next, the upper portion of the screw rod 8 is inserted into the pinching plate 9 that also serves as a curing lid, the pinching plate 9 is attached to the drain pan 2, and the protruding end of the screw rod 8 protruding upward from the pinching plate 9 is attached. The tightening nut 10 is screwed and screwed in the tightening direction. As a result, the support plate 7 is lifted from the receiving edge members 19 and 19 through the upward screwing action of the screw rod 8 and engaged with the lower surface of the hole edge of the insertion hole 17 (see FIG. 4). Become. Here, when the tightening nut 10 is screwed in the tightening direction as described above, the support plate 7 is rotated in the same direction, but the rotation provided on the edge receiving members 19, 19 is also performed. When the side surfaces of the support plate 7 abut against the restricting pieces 21 and 21 and the rotation of the support plate 7 is restricted, the tightening operation of the tightening nut 10 can be performed reliably and easily.

そして、上記のように、支持プレート7が装入孔17の孔縁下面に係合されると、緊締用ナット10の緊締力によって挟圧板9が下方に押圧され、これに伴って該挟圧板9と筒状スペーサ4とによってドレイン受皿2が挟持されるので、図1に示すように、ドレイン本体1を移動不能に仮固定することができる。然る後、ハーフPC板5上に所定厚の現場打ちコンクリート30(図9参照)を打設し、その硬化後に、図9に示すように、支持プレート7,螺子杆8,挟圧板9,緊締用ナット10を除去して、ドレイン受皿2上にストレーナ31を取付けるとともに、排水管部3に下方から樋管32の上端を外嵌させることにより施工が完了する。   As described above, when the support plate 7 is engaged with the lower surface of the hole edge of the insertion hole 17, the clamping plate 9 is pressed downward by the tightening force of the tightening nut 10. Since the drain pan 2 is sandwiched between 9 and the cylindrical spacer 4, the drain body 1 can be temporarily fixed so as not to move as shown in FIG. Thereafter, a cast-in-place concrete 30 (see FIG. 9) having a predetermined thickness is placed on the half PC plate 5, and after the hardening, as shown in FIG. 9, the support plate 7, the screw rod 8, the pressing plate 9, The tightening nut 10 is removed, the strainer 31 is mounted on the drain pan 2, and the construction is completed by fitting the upper end of the dredge pipe 32 to the drain pipe portion 3 from below.

上述したように、本発明によれば、コンクリート遮断筒部12と、嵌合周壁15を有する嵌合部16が形成された天蓋板部13とが一体化されていることにより、コンクリート遮断筒部12によって形成される挿通孔29と嵌合周壁15の中心を正確に一致させることができ、これによって嵌合周壁15に下端を嵌合する筒状スペーサ4によって保持されるドレイン本体1が挿通孔29の中心からずれることがない。また、コンクリート遮断筒部12の上部を覆う天蓋板部13に、支持プレート7が上方から装入可能で、該支持プレート7の長さ寸法に比して開口幅が狭い装入孔17が開口されていることにより、コンクリート遮断筒部12の上部位置で、装入孔17の孔縁下面に対する支持プレート7の係合操作を極めて容易に行うことができる。さらに、コンクリート遮断筒部12によって、ハーフPC板5の製造時に打設されたコンクリート28に上下方向の挿通孔29を形成し得るので、従来のように、ボイド管等の管状型材を別途用いる必要がない。また、ハーフPC板用打込部材11は、ハーフPC板5の製造時に打設されたコンクリート28と一体化されるため、従来のように、埋込部材d(図12参照)が乗載される挿通孔kの周囲を平滑に仕上げる作業を不要にすることができる。   As described above, according to the present invention, the concrete blocking cylinder portion 12 and the canopy plate portion 13 on which the fitting portion 16 having the fitting peripheral wall 15 is formed are integrated, thereby providing a concrete blocking cylinder portion. The drain body 1 held by the cylindrical spacer 4 that fits the lower end of the fitting peripheral wall 15 can be precisely aligned with the center of the fitting peripheral wall 15. There is no deviation from the center of 29. Further, the support plate 7 can be inserted into the canopy plate portion 13 covering the upper part of the concrete blocking cylinder portion 12 from above, and the insertion hole 17 having an opening width narrower than the length dimension of the support plate 7 is opened. As a result, the engagement operation of the support plate 7 with the lower surface of the hole edge of the charging hole 17 can be performed very easily at the upper position of the concrete blocking cylinder portion 12. Furthermore, since the concrete blocking cylinder portion 12 can form the vertical insertion hole 29 in the concrete 28 placed when the half PC plate 5 is manufactured, it is necessary to separately use a tubular mold material such as a void pipe as in the prior art. There is no. Further, since the half-PC board driving member 11 is integrated with the concrete 28 placed when the half-PC board 5 is manufactured, the embedded member d (see FIG. 12) is mounted as in the conventional case. The work of finishing the periphery of the insertion hole k to be smooth can be eliminated.

また、前記天蓋板部13の下方の所定高さ位置に、装入孔17から装入された支持プレート7を水平状に保持する受縁部材19,19を配設したので、支持プレート7に立設された螺子杆8から手を離しても、支持プレート7を保持する受縁部材19,19によって該支持プレート7が落下することがない。これにより、ドレイン本体1の仮固定作業を両手を用いて容易かつ円滑に行うことができる。   In addition, since receiving edge members 19 and 19 for horizontally holding the support plate 7 inserted from the insertion hole 17 are disposed at a predetermined height position below the canopy plate portion 13, Even if the hand is released from the standing screw rod 8, the support plate 7 is not dropped by the edge receiving members 19 and 19 that hold the support plate 7. Thereby, the temporary fixing operation | work of the drain main body 1 can be performed easily and smoothly using both hands.

さらに、該受縁部材19,19に、螺子杆8に螺合される緊締用ナット10の緊締方向への螺回操作に伴って回動する支持プレート7の側面に当接して該支持プレート7の回動を規制する回動規制片部21,21を設けたので、螺子杆8に螺合される緊締用ナット10の緊締方向への螺回操作時に、支持プレート7が回動することがなく、その緊締操作を確実かつ容易に行うことができる。   Further, the support plate 7 abuts against the side surface of the support plate 7 that rotates as the tightening nut 10 screwed into the screw rod 8 rotates in the tightening direction. Since the rotation restricting pieces 21 and 21 for restricting the rotation of the support plate 7 are provided, the support plate 7 can be rotated when the tightening nut 10 screwed into the screw rod 8 is screwed in the tightening direction. Therefore, the tightening operation can be performed reliably and easily.

また、前記コンクリート遮断筒部12の下底面に、製造用コンクリート型枠26との固定に用いる両面テープ27の貼着領域を備えた貼着面部25を設けたので、製造用コンクリート型枠26上に貼着した両面テープ27上に、コンクリート遮断筒部12を乗載してその下底面に設けた貼着面部25を貼着させることにより、製造用コンクリート型枠26上へのハーフPC板用打込部材11の設置を容易に行うことができる。   Moreover, since the sticking surface part 25 provided with the sticking area | region of the double-sided tape 27 used for fixation with the concrete mold 26 for manufacture on the lower bottom face of the said concrete interruption | blocking cylinder part 12 was provided, on the concrete mold 26 for manufacture For the half PC board on the concrete formwork 26 for manufacture by mounting the concrete blocking cylinder part 12 on the double-faced tape 27 attached to the base and attaching the adhesive surface part 25 provided on the bottom surface thereof. The driving member 11 can be easily installed.

尚、上記実施例にあっては、天蓋板部13に形成される嵌合部16を、周方向に連続する嵌合周壁15を外周に備えた円形凹部としたが、これに代えて、図10(a)にしめす第一変形実施例のように、周方向に連続する嵌合周壁15を外周に備えた円形凸部としてもよい。このように、嵌合部16を外周に連続する嵌合周壁15を備えた円形凸部または円形凹部とすることにより、金属製の天蓋板部13に対するプレス加工によって嵌合部16を精密かつ容易に形成することができる。また、嵌合部16は、図10(b)にしめす第二変形実施例のように、別体形成した嵌合周壁15を、天蓋板部13の上面に溶接することにより、周方向に沿って連続状または非連続状に配設して構成することも可能である。   In addition, in the said Example, although the fitting part 16 formed in the canopy board part 13 was made into the circular recessed part equipped with the fitting peripheral wall 15 continued in the circumferential direction on the outer periphery, it replaces with this figure. It is good also as a circular convex part provided with the fitting surrounding wall 15 which continues in the circumferential direction on the outer periphery like the 1st modified example shown to 10 (a). As described above, the fitting portion 16 is formed into a circular convex portion or a circular concave portion having the fitting peripheral wall 15 continuous on the outer periphery, so that the fitting portion 16 can be precisely and easily formed by pressing the metal canopy plate portion 13. Can be formed. Moreover, the fitting part 16 is welded along the circumferential direction by welding the separately formed fitting peripheral wall 15 to the upper surface of the canopy plate part 13 as in the second modified example shown in FIG. It is also possible to arrange them continuously or discontinuously.

本発明にかかるハーフPC板用打込部材11を備えたハーフPC板5上にドレイン本体1を仮固定した状態を示す縦断面図である。It is a longitudinal cross-sectional view which shows the state which fixed the drain main body 1 on the half PC board 5 provided with the driving member 11 for half PC boards concerning this invention. 同上のハーフPC板用打込部材11の外観斜視図である。It is an external appearance perspective view of the driving member 11 for half PC boards same as the above. 同上のハーフPC板用打込部材11の平面図である。It is a top view of the driving member 11 for half PC boards same as the above. 同上のハーフPC板用打込部材11の縦断面図である。It is a longitudinal cross-sectional view of the driving member 11 for half PC boards same as the above. 支持プレート7と螺子杆8の外観斜視図である。3 is an external perspective view of a support plate 7 and a screw rod 8. FIG. 受縁部材19,19の外観斜視図である。It is an external perspective view of the edge receiving members 19 and 19. ハーフPC板5の製造工程を示す説明図である。FIG. 10 is an explanatory view showing a manufacturing process of the half PC plate 5. ハーフPC板用打込部材11に対する支持プレート7の配設工程を示す説明図である。It is explanatory drawing which shows the arrangement | positioning process of the support plate 7 with respect to the driving member 11 for half PC boards. ドレイン本体1の施工完了状態を示す縦断面図である。FIG. 3 is a longitudinal sectional view showing a construction completion state of the drain body 1. (a)は第一変形実施例、(b)は第二変形実施例の構成を夫々示すハーフPC板用打込部材11の部分縦断面図である。(A) is a partial longitudinal cross-sectional view of the driving member 11 for half PC board which shows the structure of a 1st modification, and (b) respectively shows the structure of a 2nd modification. 従来の埋込部材dを用いてドレイン本体aをハーフPC板j上に仮固定した状態を示す縦断面図である。It is a longitudinal cross-sectional view which shows the state which fixed the drain main body a on the half PC board j using the conventional embedded member d. ハーフPC板j上に埋込部材dを固定した状態を示す説明図である。It is explanatory drawing which shows the state which fixed the embedding member d on the half PC board j. 螺子杆nに下方傾斜状態で吊持した支持プレートsをハーフPC板jの下面に係合させる操作状態を示す説明図である。It is explanatory drawing which shows the operation state which engages the lower surface of the half PC board j with the support plate s suspended by the screw rod n in the downward inclination state.

符号の説明Explanation of symbols

1 ドレイン本体(ルーフドレイン本体)
2 ドレイン受皿
3 排水管部
4 筒状スペーサ
5 ハーフPC板
7 支持プレート
8 螺子杆
10 緊締用ナット
11 ハーフPC板用打込部材
12 コンクリート遮断筒部
13 天蓋板部
14 アンカー
15 嵌合周壁
16 嵌合部
17 装入孔
19 受縁部材
21 回動規制片部
25 貼着面部
26 製造用コンクリート型枠
27 両面テープ
28 コンクリート
29 挿通孔
1 Drain body (Roof drain body)
2 Drain pan 3 Drain pipe portion 4 Cylindrical spacer 5 Half PC plate 7 Support plate 8 Screw rod 10 Tightening nut 11 Half PC plate driving member 12 Concrete blocking cylinder portion 13 Canopy plate portion 14 Anchor 15 Fitting peripheral wall 16 Fitting Joint part 17 Insertion hole 19 Receiving member 21 Rotation restricting piece part 25 Adhering surface part 26 Manufacturing concrete form 27 Double-sided tape 28 Concrete 29 Insertion hole

Claims (5)

ドレイン受皿と該ドレイン受皿から下方に連成された排水管部とからなるドレイン本体の、その排水管部に外嵌されて、上端でドレイン受皿を所定高さ位置に保持する筒状スペーサと、螺子杆が立設され長さ方向に沿って形成された棒状の支持プレートを具備し、ドレイン本体とハーフPC板とを連結する連結手段とを備えた仮固定装置によってドレイン本体をハーフPC板上に仮固定する際に使用されるハーフPC板用打込部材であって、
ハーフPC板の製造時にその製造用コンクリート型枠上に配置されて、打設されたコンクリートに上下方向の挿通孔を形成し、かつその上部がハーフPC板の上方に突出するコンクリート遮断筒部と、該コンクリート遮断筒部の上部を覆う天蓋板部とを備え、該天蓋板部に、前記筒状スペーサの下端を嵌合する連続状または非連続状の嵌合周壁を備えた嵌合部が形成されるとともに、前記嵌合周壁による囲繞領域内に前記支持プレートが上方から装入可能で、該支持プレートの長さ寸法に比して開口幅が狭い装入孔が開口される一方、前記コンクリート遮断筒部の外壁面に、打設されたコンクリート内に埋入するアンカーが側方突成されていることを特徴とするルーフドレイン本体の仮固定に用いるハーフPC板用打込部材。
A cylindrical spacer that is externally fitted to the drain pipe portion of the drain main body composed of a drain tray and a drain pipe portion coupled downward from the drain tray, and holds the drain tray at a predetermined height position at the upper end. The drain main body is mounted on the half PC plate by a temporary fixing device having a rod-like support plate that is erected with a screw rod and formed along the length direction, and a connecting means for connecting the drain main body and the half PC plate. It is a driving member for half PC board used when temporarily fixing to
A concrete blocking cylinder portion which is arranged on a concrete formwork for production of the half PC plate, forms a vertical insertion hole in the placed concrete, and has an upper portion protruding above the half PC plate; A canopy plate portion covering an upper portion of the concrete blocking cylinder portion, and a fitting portion having a continuous or discontinuous fitting peripheral wall for fitting the lower end of the cylindrical spacer to the canopy plate portion. The support plate can be inserted from above into the surrounding area formed by the fitting peripheral wall, and the insertion hole having a narrow opening width compared to the length of the support plate is opened. A half-PC plate driving member used for temporarily fixing a roof drain body, wherein an anchor embedded in the placed concrete is laterally projected on the outer wall surface of the concrete blocking cylinder.
嵌合部が、外周に嵌合周壁を備えた円形凸部または円形凹部であることを特徴とする請求項1に記載したルーフドレイン本体の仮固定に用いるハーフPC板用打込部材。   2. The half-PC board driving member used for temporarily fixing a roof drain body according to claim 1, wherein the fitting portion is a circular convex portion or a circular concave portion having a fitting peripheral wall on the outer periphery. 天蓋板部の下方の所定高さ位置に、装入孔から装入された支持プレートを水平状に保持する受縁部材が配設されていることを特徴とする請求項1または請求項2に記載したルーフドレイン本体の仮固定に用いるハーフPC板用打込部材。   The receiving edge member which hold | maintains horizontally the support plate inserted from the insertion hole in the predetermined height position under the canopy board part is arrange | positioned. A driving member for a half PC plate used for temporarily fixing the described roof drain body. 受縁部材に、螺子杆に螺合される緊締用ナットの緊締方向への螺回操作に伴って回動する支持プレートの側面に当接して該支持プレートの回動を規制する回動規制片部が設けられていることを特徴とする請求項3に記載したルーフドレイン本体の仮固定に用いるハーフPC板用打込部材。   A rotation restricting piece that abuts against the side surface of the support plate that rotates in response to the screwing operation in the tightening direction of the tightening nut that is screwed to the screw rod with the receiving member and restricts the rotation of the support plate. The driving part for half PC boards used for temporary fixation of the roof drain main body according to claim 3 provided with a section. コンクリート遮断筒部の下底面に、製造用コンクリート型枠との固定に用いる両面テープの貼着領域を備えた貼着面部が設けられていることを特徴とする請求項1乃至請求項4の何れかに記載したルーフドレイン本体の仮固定に用いるハーフPC板用打込部材。
5. The sticking surface part provided with the sticking area | region of the double-sided tape used for fixation with the concrete formwork for manufacture on the lower bottom face of a concrete interruption | blocking cylinder part, The any one of Claim 1 thru | or 4 characterized by the above-mentioned. A driving member for a half PC plate used for temporarily fixing the roof drain body described above.
JP2006058994A 2006-03-06 2006-03-06 Half PC board driving member used for temporary fixing of roof drain body Expired - Fee Related JP4288267B2 (en)

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JP4288267B2 true JP4288267B2 (en) 2009-07-01

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