JP5406698B2 - Connecting tool for PC formwork - Google Patents

Connecting tool for PC formwork Download PDF

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JP5406698B2
JP5406698B2 JP2009291831A JP2009291831A JP5406698B2 JP 5406698 B2 JP5406698 B2 JP 5406698B2 JP 2009291831 A JP2009291831 A JP 2009291831A JP 2009291831 A JP2009291831 A JP 2009291831A JP 5406698 B2 JP5406698 B2 JP 5406698B2
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JP2011132710A (en
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裕之 中西
俊章 川合
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裕之 中西
俊章 川合
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本発明は、コンクリート打込み型枠を構成するプレキャストコンクリート板(PC板)を連結するためのPC型枠用の連結具に関する。   The present invention relates to a connector for a PC formwork for connecting a precast concrete board (PC board) constituting a concrete placement form.

従来から、壁等の鉄筋コンクリート構造物の施工において、支保工で支持された型枠を仮設し、型枠にコンクリートを打込んだ後、型枠と支保工を撤去する工法が広く用いられている。このような工法は、型枠と支保工の仮設及び撤去が必要であるので、工期が長くなり、施工コストが高くなる。また、省力化工法として、工場製品のプレキャストコンクリート板を用いて現場で型枠を組み立てた後、型枠にコンクリートを打込んで一体化し、型枠の撤去を省略した工法が知られている(例えば、特許文献1参照)。しかしながら、このような省力化工法は、依然として支保工が必要であり、省力化が十分とはいえない。また、この省力化工法は、作業員が型枠内側で行う組立作業があり、型枠内側には鉄筋が組まれていて作業員が入ることが難しいため、施工が容易ではない。   Conventionally, in the construction of reinforced concrete structures such as walls, a method has been widely used in which a formwork supported by a support is temporarily installed, concrete is driven into the formwork, and then the formwork and the support are removed. . Such a construction method requires temporary installation and removal of the formwork and the support work, and therefore the construction period becomes longer and the construction cost becomes higher. In addition, as a labor-saving construction method, a method has been known in which a formwork is assembled on site using precast concrete plates of factory products, and then concrete is poured into the formwork and integrated, and removal of the formwork is omitted ( For example, see Patent Document 1). However, such a labor-saving construction method still requires a support work, and it cannot be said that the labor saving is sufficient. In addition, this labor-saving construction method involves assembly work performed by the worker inside the mold, and because the reinforcing bars are assembled inside the mold and it is difficult for the worker to enter, the construction is not easy.

特開平8−333829号公報JP-A-8-333829

本発明は、上記問題を解決するものであり、PC板を用いたコンクリート打込み型枠の施工において、支保工を不要とすると共に、施工を容易にすることを目的とする。   This invention solves the said problem, and it aims at making construction easy while making a support work unnecessary in the construction of the concrete placement formwork using a PC board.

上記目的を達成するために請求項1の発明は、複数のプレキャストコンクリート板(以下、PC板という)を連結してコンクリート打込み型枠を構成するためのPC型枠用の連結具であって、前記PC板の各々の裏側コーナー部に突設され、軸部と頭部とを有するボルト状の被連結金具と、壁面を形成するように上下左右に立設される前記PC板の各々を、それらのコーナー部において前記被連結金具を介して連結する連結金具と、を備え、前記連結金具は、前記PC板の裏側に当接される板状部材と、この板状部材の周縁に斜めに開口する複数の切欠きとを有し、前記被連結金具の軸部が前記開口を通して切欠き内に挿嵌されることにより、前記PC板同士を連結するものである。   In order to achieve the above object, the invention of claim 1 is a connecting device for PC formwork for connecting a plurality of precast concrete plates (hereinafter referred to as PC plates) to form a concrete casting formwork, Each of the PC plates erected vertically and horizontally so as to form a wall surface, and a bolt-shaped connected metal fitting that has a shaft portion and a head, and protrudes from the back corner portion of each of the PC plates. Connecting brackets that are connected to each other at the corners via the connected brackets, and the coupling brackets are inclined to the plate member that is in contact with the back side of the PC plate and the periphery of the plate member. It has a plurality of notches that are open, and the shafts of the metal fittings to be connected are inserted into the notches through the openings, thereby connecting the PC plates.

さらに、前記連結金具は、前記切欠きの縁に、前記切欠き内に挿嵌された状態の前記被連結金具の軸部が切欠き開口側へ抜脱することを防止する凸部を有するものである。 Furthermore, the connection fitting has a protrusion at the edge of the notch that prevents the shaft portion of the connected fitting inserted into the notch from being pulled out to the notch opening side. It is.

請求項の発明は、請求項に記載のPC型枠用の連結具において、前記連結金具は、前記板状部材に、互いに対向して立設されるPC板間の間隔を保つためのセパレータが貫通され、該セパレータの一端が固定されるものである。 According to a second aspect of the present invention, in the connecting device for a PC formwork according to the first aspect , the connecting bracket is provided for maintaining a space between the PC plates erected on the plate-like member so as to face each other. A separator is penetrated and one end of the separator is fixed.

請求項の発明は、請求項1又は請求項2に記載のPC型枠用の連結具を用い、立設されたPC板の上側コーナー部に突設されている前記被連結金具に前記連結金具を取り付け、そのPC板の上端に別のPC板を落とし込むように立設することにより、それらのPC板同士を連結することを特徴とするコンクリート打込み型枠の組立方法である。 According to a third aspect of the present invention, the connecting device for the PC formwork according to the first or second aspect is used, and the connection is made to the connected metal fitting protruding from the upper corner portion of the upright PC plate. It is an assembling method of a concrete placing form, characterized in that a metal fitting is attached and the PC plates are connected to each other by standing up so that another PC plate is dropped onto the upper end of the PC plate.

請求項1の発明によれば、型枠を構成するPC板同士を連結具で連結するので、型枠を支持する支保工が不要となる。また、連結作業前に予めPC板に取り付けられているボルト状の被連結金具が連結金具の切欠きに挿嵌されることによりPC板同士を連結するため、作業員が型枠内側に入って被連結金具を取り付ける必要がなく、型枠の施工が容易になる。   According to the first aspect of the present invention, since the PC plates constituting the mold are connected by the connector, a support work for supporting the mold is not required. In addition, the bolts to be connected to the PC plate in advance before the connection work are inserted into the notches of the connection bracket so that the PC plates are connected to each other. There is no need to attach the connected metal fittings, and the construction of the mold becomes easy.

また、切欠き内に挿嵌された状態の軸部が凸部で係止されるので、切欠き開口側へ抜脱することが防止される。 Moreover, since the shaft portion inserted into the notch is locked by the convex portion, it is prevented from being pulled out to the notch opening side.

請求項の発明によれば、PC板で構成された型枠にコンクリートを打込んだとき、PC板に側圧が加わるが、互いに対向するPC板は、連結金具及びセパレータを介して連結されていることにより、高い型枠強度を持つ。 According to the second aspect of the present invention, when concrete is poured into a mold formed of a PC plate, a side pressure is applied to the PC plate, but the PC plates facing each other are connected via the connecting fitting and the separator. It has high formwork strength.

請求項の発明によれば、型枠外側からPC板を持って落とし込むことによって容易にPC板同士を連結することができ、型枠の施工が容易になる。 According to the invention of claim 3, the PC plates can be easily connected to each other by dropping the PC plate from the outside of the mold, and the construction of the mold is facilitated.

本発明の実施形態に係るPC型枠用の連結具を用いてPC板を連結するコンクリート打込み型枠の施工中における断面図。Sectional drawing in the middle of construction of the concrete placement formwork which connects a PC board using the connector for PC formwork which concerns on embodiment of this invention. 同連結具の断面図。Sectional drawing of the connection tool. 同連結具を型枠内側から見た正面図。The front view which looked at the same connector from the mold inner side. 同連結具の連結金具の正面図。The front view of the connection metal fitting of the connection tool. (a)は同連結金具の側面図、(b)は図4のA−A線端面図、(c)は図4のB−B線端面図。(A) is a side view of the connection fitting, (b) is an end view taken along line AA in FIG. 4, and (c) is an end view taken along line BB in FIG. 同連結金具における切欠きの正面図。The front view of the notch in the connection metal fitting. (a)は右傾した切欠きを有する同連結金具の正面図、(b)は左傾した切欠きを有する同連結金具の正面図。(A) is a front view of the connection fitting having a notch inclined to the right, and (b) is a front view of the connection fitting having a notch inclined to the left. 上記コンクリート打込み型枠を型枠内側から見た正面図。The front view which looked at the above-mentioned concrete placement formwork from the formwork inside. (a)は同コンクリート打込み型枠における最下段平面部用の連結金具の平面図、(b)は同連結金具の側面図、(c)は同連結金具の正面図。(A) is a top view of the connection metal fitting for the lowest level plane part in the concrete placement mold, (b) is a side view of the connection metal fitting, (c) is a front view of the connection metal fitting. (a)は最上段平面部用の連結金具の平面図、(b)は同連結金具の側面図、(c)は同連結金具の正面図。(A) is a top view of the connection metal fitting for uppermost plane parts, (b) is a side view of the connection metal fitting, (c) is a front view of the connection metal fitting. (a)は最下段隅角部用の連結金具の平面図、(b)は同連結金具の側面図、(c)は同連結金具の正面図。(A) is a top view of the connection metal fitting for the lowermost corner part, (b) is a side view of the connection metal fitting, and (c) is a front view of the connection metal fitting. (a)は中段隅角部用の連結金具の平面図、(b)は同連結金具の側面図、(c)は同連結金具の正面図。(A) is a top view of the connecting bracket for the middle corner, (b) is a side view of the connecting bracket, and (c) is a front view of the connecting bracket. (a)は最上段隅角部用の連結金具の平面図、(b)は同連結金具の側面図、(c)は同連結金具の正面図。(A) is a top view of the connection metal fitting for uppermost corner parts, (b) is a side view of the connection metal fitting, and (c) is a front view of the connection metal fitting. 上記コンクリート打込み型枠の中段を上から見た平面図。The top view which looked at the middle step of the above-mentioned concrete placement form from the top. 斜め方向にセパレータを取り付けた上記連結金具(中段平面部用)の断面図。Sectional drawing of the said coupling metal fitting (for middle level plane parts) which attached the separator to the diagonal direction. 同セパレータの取り付けに用いられる座金の正面図。The front view of the washer used for attachment of the separator.

本発明の実施形態に係るPC型枠用の連結具を図1乃至図7(a)(b)を参照して説明する。図1に示されるように、PC型枠用の連結具1(以下、連結具という)は、被連結金具2と連結金具3とを備え、複数のプレキャストコンクリート板41(以下、PC板という)を連結してコンクリート打込み型枠4(以下、型枠という)を構成するために用いられる。コンクリート床面5上に鉄筋6が組まれた後、PC板41が白抜き矢印で示されるように連結具1で連結され、鉄筋6の周囲に立設されて型枠4が組み立てられる。対向する連結金具3間には、セパレータ7が設けられる。セパレータ7は、棒状の型枠間隔保持材であり、対向して立設されるPC板41の間隔を保つ。型枠4が組み立てられた後、コンクリートが打込まれる。型枠4に打込まれたコンクリートによってPC板41に加わる側圧は、セパレータ7が受ける。コンクリートが硬化して型枠4と一体化し、壁等のコンクリート構造物が造られる。連結具1とセパレータ7は、コンクリート内に残置される。   A connector for a PC formwork according to an embodiment of the present invention will be described with reference to FIGS. 1 to 7A and 7B. As shown in FIG. 1, a connecting tool 1 for PC formwork (hereinafter referred to as a connecting tool) includes a connected metal fitting 2 and a connecting metal fitting 3, and includes a plurality of precast concrete plates 41 (hereinafter referred to as PC plates). Are used to form a concrete casting form 4 (hereinafter referred to as a formwork). After the reinforcing bars 6 are assembled on the concrete floor 5, the PC board 41 is connected by the connecting tool 1 as indicated by the white arrow, and the frame 4 is assembled by standing around the reinforcing bars 6. A separator 7 is provided between the connecting fittings 3 facing each other. The separator 7 is a rod-shaped formwork space holding material, and keeps the space between the PC plates 41 that are erected facing each other. After the formwork 4 is assembled, concrete is driven. The separator 7 receives the lateral pressure applied to the PC board 41 by the concrete driven into the mold 4. The concrete is hardened and integrated with the formwork 4 to produce a concrete structure such as a wall. The connector 1 and the separator 7 are left in the concrete.

図2及び図3に示されるように、被連結金具2は、軸部21と頭部22とを有するボルト状の金具であり、PC板41の各々の裏側コーナー部に突設される。PC板41の裏側とは、コンクリートが打込まれる側である。連結金具3は、壁面を形成するように上下左右に立設されるPC板41の各々を、それらのコーナー部において被連結金具2を介して連結する金具である。この連結金具3は、PC板41の裏側に当接される板状部材31と、この板状部材31の周縁に斜めに開口する複数の切欠き32とを有し、被連結金具2の軸部21が開口を通して切欠き32内に挿嵌されることにより、PC板41同士を連結する。   As shown in FIGS. 2 and 3, the to-be-connected bracket 2 is a bolt-shaped bracket having a shaft portion 21 and a head portion 22, and protrudes from each back side corner portion of the PC plate 41. The back side of the PC board 41 is the side on which concrete is driven. The connecting fitting 3 is a fitting that connects the PC plates 41 erected on the top, bottom, left, and right so as to form a wall surface via the to-be-connected fitting 2 at their corners. The connection fitting 3 includes a plate-like member 31 that is in contact with the back side of the PC plate 41 and a plurality of cutouts 32 that open obliquely at the periphery of the plate-like member 31. The part 21 is inserted into the notch 32 through the opening, thereby connecting the PC boards 41 to each other.

PC板41は、工場で製造される矩形のコンクリート板であり、型枠4のせき板として用いられる。せき板とは、型枠において、コンクリートの流出を防止すると共に、コンクリートによる側圧を支える板である。PC板41の寸法は、現場の作業員が一人で持つことができる大きさ及び重量(30kg以下)にするため、例えば50cm角で厚さ3〜4cm程度とすることが望ましい。PC板41は、コンクリートが硬化した後に撤去されず、コンクリート構造物の外壁を構成する。コンクリート構造物の美観を向上するため、PC板41は、表側の壁面に凹凸模様を有する化粧型枠用PC板であってもよい。PC板41の裏側コーナー部には、被連結金具2を螺合するための袋ナット42が製造時に埋め込まれる。袋ナット42は、PC板41内から抜け落ちないようにフランジ43が形成されている。PC板41は、被連結金具2が突設されない平らな状態で、現場に運搬される。このため、複数のPC板41を、互いに重ねて効率的に運搬することができる。   The PC board 41 is a rectangular concrete board manufactured at a factory, and is used as a dam plate of the mold 4. The dam plate is a plate that prevents the concrete from flowing out and supports the lateral pressure of the concrete in the mold. The size of the PC board 41 is desirably about 3 to 4 cm in thickness of 50 cm square, for example, in order to make the size and weight (30 kg or less) that an on-site worker can have alone. The PC board 41 is not removed after the concrete is hardened, and constitutes the outer wall of the concrete structure. In order to improve the aesthetics of the concrete structure, the PC board 41 may be a PC board for a decorative mold having a concavo-convex pattern on the front wall surface. A cap nut 42 for screwing the connected metal fitting 2 is embedded in the back side corner of the PC plate 41 at the time of manufacture. The cap nut 42 is formed with a flange 43 so as not to fall out of the PC plate 41. The PC board 41 is transported to the site in a flat state where the connected fitting 2 is not projected. For this reason, the several PC board 41 can be piled up mutually, and can be conveyed efficiently.

被連結金具2は、例えば鋼製のボルトであり、軸部21と、軸部21よりも大径の頭部22とを有し、現場で袋ナット42に螺合されてPC板41に取り付けられる。軸部21の長さは、被連結金具2がPC板41に取り付けられたときに、頭部22とPC板41との間に所定の隙間23ができるように設定されている。その隙間23に連結金具3の板状部材31が嵌合される。板状部材31の嵌合を容易にするため、隙間23が動径方向に拡がるように、頭部22における軸部21側の面にテーパを付けてもよい。   The to-be-connected metal fitting 2 is, for example, a steel bolt, has a shaft portion 21 and a head portion 22 having a diameter larger than that of the shaft portion 21, and is screwed to a cap nut 42 on the site and attached to the PC plate 41. It is done. The length of the shaft portion 21 is set so that a predetermined gap 23 is formed between the head 22 and the PC plate 41 when the metal fitting 2 is attached to the PC plate 41. The plate-like member 31 of the connection fitting 3 is fitted into the gap 23. In order to facilitate the fitting of the plate member 31, the surface of the head portion 22 on the shaft portion 21 side may be tapered so that the gap 23 expands in the radial direction.

連結金具3は、図4及び図5(a)(b)(c)に示されるように、鉄板をプレス加工したものであり、略矩形の板状部材31を有する。板状部材31は、PC板41に当接された状態における上辺と下辺のコーナー部に切欠き32を有する。板状部材31は、切欠き32が開口していない周縁に、補強のための周リブ33が形成される。   As shown in FIGS. 4 and 5A, 5B, and 5C, the connecting fitting 3 is obtained by pressing an iron plate, and includes a substantially rectangular plate-like member 31. The plate-like member 31 has notches 32 at the corners of the upper side and the lower side in a state where the plate-like member 31 is in contact with the PC plate 41. The plate-like member 31 is formed with a peripheral rib 33 for reinforcement at the periphery where the notch 32 is not opened.

板状部材31は、中央部が略円錐台形状に成形され、PC板41に当接する側に凹部37を有し、凹部37の中心及びその周囲に、セパレータ7が貫通される孔35、36を有する。セパレータ7は、その端部にねじ山を有し、端部が孔35に貫通され、端部に螺嵌された2個のナット71、72によって板状部材31を挟むことによって連結金具3に固定される。一方のナット71は、凹部37内に収容される。孔36は、セパレータ7を板状部材31に斜め方向に取り付けるために用いられる。   The plate-like member 31 is formed in a substantially truncated cone shape at the center, and has a recess 37 on the side abutting against the PC plate 41. Have The separator 7 has a thread at its end, the end is passed through the hole 35, and the plate-like member 31 is sandwiched between the two nuts 71 and 72 screwed into the end so that the connecting metal 3 is attached to the separator 7. Fixed. One nut 71 is accommodated in the recess 37. The hole 36 is used for attaching the separator 7 to the plate-like member 31 in an oblique direction.

図6に示されるように、切欠き32は、縦長の略U字形状であり、長手方向が鉛直方向に対して斜めになるように形成され、板状部材31の周縁に斜めに開口している。切欠き32の長手方向が鉛直方向に対して成す角度θは、約20°とされる。切欠き32の長手方向に直交する幅Wは、被連結金具2の軸部21の直径よりも大きく、頭部22の直径よりも小さい。被連結金具2の軸部21は、切欠き32内に挿嵌される。連結金具3は、切欠き32内に挿嵌された状態の被連結金具2の軸部21(二点鎖線で示す)が切欠き32開口側へ抜脱することを防止する凸部34a、34b、34c(総称して、34)を切欠き32の縁に有する。凸部34a、34cにより、切欠き32内に挿嵌された状態の軸部21の中心から斜め45°上方(矢印F1、F2方向)の切欠き32の縁に、軸部21の外周円に対応する形状の円弧部34aR、34cRが形成される(斜線を付した部分)。   As shown in FIG. 6, the notch 32 has a vertically long substantially U shape, is formed so that the longitudinal direction is inclined with respect to the vertical direction, and opens obliquely at the periphery of the plate-like member 31. Yes. The angle θ formed by the longitudinal direction of the notch 32 with respect to the vertical direction is about 20 °. The width W perpendicular to the longitudinal direction of the notch 32 is larger than the diameter of the shaft portion 21 of the connected metal fitting 2 and smaller than the diameter of the head portion 22. The shaft portion 21 of the connected metal fitting 2 is inserted into the notch 32. The connecting fitting 3 has convex portions 34a and 34b that prevent the shaft portion 21 (shown by a two-dot chain line) of the connected fitting 2 in a state of being inserted into the notch 32 from being pulled out to the notch 32 opening side. , 34 c (generally, 34) at the edge of the notch 32. On the edge of the notch 32 obliquely 45 ° above (in the directions of arrows F1 and F2) from the center of the shaft portion 21 inserted into the notch 32 by the convex portions 34a and 34c, Corresponding arcuate portions 34aR and 34cR are formed (shaded portions).

被連結金具2の軸部21が切欠き32に挿嵌されるときの軸部21の中心軌跡を矢印Tで示す。切欠き32は、長手方向が斜めになるように形成されているので、軸部21は、切欠き32内を斜め下に移動して挿嵌される。このため、PC板41は、斜め下に落とし込むようにして他のPC板41と連結されるので、連結作業時において、横方向に隣接するPC板41同士の干渉を避けることができる。連結金具3は、図7(a)(b)に示されるように、形状が鏡像関係にある2種類のものが用いられる。切欠き32の長手方向が右傾している連結金具3は、先に立設されたPC板41の右隣に別のPC板41を連結するために用いられ(図7(a)参照)、切欠き32の長手方向が左傾している連結金具3は、先に立設されたPC板41の左隣に別のPC板41を連結するために用いられる(図7(b)参照)。   The center locus of the shaft portion 21 when the shaft portion 21 of the metal fitting 2 is inserted into the notch 32 is indicated by an arrow T. Since the notch 32 is formed so that the longitudinal direction is inclined, the shaft portion 21 is inserted into the notch 32 while moving obliquely downward. For this reason, since the PC board 41 is connected to the other PC boards 41 so as to drop obliquely downward, it is possible to avoid interference between the PC boards 41 adjacent in the lateral direction during the connection operation. As shown in FIGS. 7A and 7B, two types of connecting metal fittings 3 having a mirror image relationship are used. The connecting bracket 3 in which the longitudinal direction of the notch 32 is inclined to the right is used to connect another PC plate 41 to the right of the PC plate 41 erected first (see FIG. 7A). The connection fitting 3 in which the longitudinal direction of the notch 32 is inclined to the left is used to connect another PC plate 41 to the left side of the PC plate 41 erected in advance (see FIG. 7B).

切欠き32内に挿嵌された軸部21は、PC板41の重量によって切欠き32内に保持される。型枠4にコンクリートが打込まれると、PC板41に側圧が加わり、切欠き32内に挿嵌された状態の軸部21を切欠き32開口側へ抜脱する方向(図6及び図7(a)の矢印F1、F2方向)の力が生じる。軸部21は、この力を受けて切欠き32内を移動すると、凸部34、特に凸部34a及び34cで係止され、円弧部34aR、34cRと係合するので、切欠き32開口側へ抜脱することが防止される。   The shaft portion 21 inserted in the notch 32 is held in the notch 32 by the weight of the PC plate 41. When the concrete is driven into the mold 4, a side pressure is applied to the PC plate 41, and the shaft portion 21 inserted into the notch 32 is pulled out to the opening side of the notch 32 (FIGS. 6 and 7). A force in the direction of arrows F1 and F2 in FIG. When the shaft portion 21 receives this force and moves in the notch 32, the shaft portion 21 is locked by the convex portion 34, particularly the convex portions 34a and 34c, and engages with the arc portions 34aR and 34cR. Removal is prevented.

上記のように構成された連結具1を用い、現場の作業員は、型枠4の組立において、立設されたPC板41の上側コーナー部に突設されている被連結金具2に連結金具3を取り付け、そのPC板41の上端に別のPC板41を落とし込むように立設することにより、それらのPC板同士を連結する。   Using the connecting tool 1 configured as described above, an on-site worker can connect the connecting metal fitting 2 to the connected metal fitting 2 protruding from the upper corner portion of the upright PC plate 41 in assembling the mold 4. 3 is attached and the PC plates 41 are connected to each other by being erected so that another PC plate 41 is dropped onto the upper end of the PC plate 41.

連結具1は、型枠4にコンクリートが打込まれる前、及び、打込まれたコンクリートが硬化する前に、型枠4を構成するPC板41同士を連結しているので、型枠4を支持する支保工が不要となる。連結具1は、PC板41の裏側に取り付けられるので、打込まれたコンクリートが硬化した後もコンクリート内に残置され、コンクリート構造物の外観に影響しない。また、連結具1は、ボルト状の被連結金具2が連結金具3の切欠き32に挿嵌されることによりPC板41同士を連結するため、被連結金具2は、連結作業前に予めPC板41に取り付けられ、作業員が型枠内側に入って取り付ける必要がなく、型枠4の施工が容易になる。このような連結具1を用いることにより、型枠外側からPC板41を持って落とし込むことによって容易にPC板41同士を連結することができ、型枠4の施工が容易になる。   Since the connecting tool 1 connects the PC plates 41 constituting the mold 4 before the concrete is driven into the mold 4 and before the poured concrete is hardened, the mold 4 is Supporting support work becomes unnecessary. Since the connector 1 is attached to the back side of the PC board 41, it remains in the concrete even after the poured concrete is hardened, and does not affect the appearance of the concrete structure. In addition, since the connecting tool 1 connects the PC plates 41 by inserting the bolt-shaped connecting metal fitting 2 into the notch 32 of the connecting metal fitting 3, the connecting metal fitting 2 is preliminarily PC-connected before the connection work. It is attached to the plate 41, so that it is not necessary for an operator to enter and attach the inside of the mold, and the construction of the mold 4 becomes easy. By using such a connector 1, the PC plates 41 can be easily connected to each other by dropping the PC plate 41 from the outside of the mold, and the construction of the mold 4 is facilitated.

また、連結金具3は、セパレータ7を孔35、36に貫通して取り付けて、コンクリートによってPC板41に加わる側圧をセパレータ7で受ける(図4、図5(c)参照)。型枠4の高さを高くすると側圧が増大するが、セパレータ7で側圧を受けることにより、支保工で側圧を受ける必要がなくなる。型枠4は、互いに対向するPC板41が連結金具3及びセパレータ7を介して連結されていることにより、高い強度を持つ。   Moreover, the connecting metal fitting 3 attaches the separator 7 through the holes 35 and 36 and receives the lateral pressure applied to the PC plate 41 by the concrete by the separator 7 (see FIGS. 4 and 5C). Increasing the height of the mold 4 increases the side pressure, but receiving the side pressure with the separator 7 eliminates the need for receiving side pressure at the support. The mold 4 has high strength because the PC plates 41 facing each other are connected via the connection fitting 3 and the separator 7.

図8は、型枠4における連結金具の配置を示す。上述した連結金具3は、型枠4中段における4枚のPC板41を平面的に連結する中段平面部用の連結金具である。PC板41の連結には、この中段平面部用の連結金具3に加えて、最下段平面部用の連結金具8aと、最上段平面部用の連結金具8bと、最下段部隅角用の連結金具8cと、中段隅角部用の連結金具8dと、最上段隅角部用の連結金具8eが用いられる。   FIG. 8 shows the arrangement of the connecting metal fittings in the mold 4. The connection fitting 3 described above is a connection fitting for the middle plane portion that planarly connects the four PC plates 41 in the middle stage of the mold 4. For the connection of the PC plate 41, in addition to the connecting bracket 3 for the middle flat portion, the connecting bracket 8a for the lowermost flat portion, the connecting bracket 8b for the uppermost flat portion, and the corner for the lowermost step portion are used. The connecting bracket 8c, the connecting bracket 8d for the middle corner, and the connecting bracket 8e for the uppermost corner are used.

最下段平面部用の連結金具8aは、2枚のPC板41を下側コーナー部で平面的に連結し、コンクリート床面5上に立設するベース金物である。最上段平面部用の連結金具8bは、2枚のPC板41を上側コーナー部で平面的に連結するジョイント金物である。最下段部隅角用の連結金具8cは、型枠4の隅角部において、2枚のPC板41を下側コーナー部で直角に連結し、コンクリート床面5上に立設するベース金物である。中段隅角部用の連結金具8dは、4枚のPC板41を、横には直角に、上下には平面的に連結するジョイント金物である。最上段隅角部用の連結金具8eは、2枚のPC板41を上側コーナー部で直角に連結するジョイント金物である。   The lowermost plane connecting part 8 a is a base metal that connects two PC plates 41 in a planar manner at the lower corner part and stands on the concrete floor 5. The connection bracket 8b for the uppermost plane portion is a joint hardware for connecting the two PC plates 41 in a planar manner at the upper corner portion. The lowermost corner metal fitting 8c is a base metal that stands upright on the concrete floor 5 by connecting two PC boards 41 at a right angle at the lower corner at the corner of the mold 4. is there. The connecting bracket 8d for the middle corner is a joint metal that connects the four PC plates 41 at a right angle on the side and in a plane on the top and bottom. The connection bracket 8e for the uppermost corner is a joint metal that connects the two PC plates 41 at a right angle at the upper corner.

図9(a)(b)(c)に示されるように、最下段平面部用の連結金具8aは、側面視でL字形に形成され、底板81a及び側板82aを有する。底板81aは、ボルトを通すための丸孔83aを有し、コンクリート床板にボルトで固定される。コンクリート床板には、このボルトを螺合する袋ナットが予め埋設される。袋ナットを用いず、底板81aをアンカーボルトでコンクリート床面に固定してもよい。側板82aは、その上部の周縁に斜めに開口する2つの切欠き32を有する。切欠き32の形状は、中段平面部用の連結金具3の切欠き32と同じであり、長手方向の傾きについては、左傾及び右傾のものが適宜選択される(連結金具8b〜8eについても同様)。連結金具8aは、補強のための周リブ85a及び中間リブ86aを有する。   As shown in FIGS. 9 (a), 9 (b), and 9 (c), the connecting bracket 8a for the lowermost plane portion is formed in an L shape in a side view and includes a bottom plate 81a and a side plate 82a. The bottom plate 81a has a round hole 83a for passing a bolt, and is fixed to the concrete floor plate with a bolt. A cap nut to which the bolt is screwed is embedded in the concrete floor board in advance. The bottom plate 81a may be fixed to the concrete floor surface with an anchor bolt without using the cap nut. The side plate 82a has two notches 32 that open obliquely at the periphery of the upper portion thereof. The shape of the notch 32 is the same as that of the notch 32 of the connecting member 3 for the middle flat surface portion, and the inclination in the longitudinal direction is appropriately selected to be inclined to the left and right (the same applies to the connecting members 8b to 8e). ). The connection fitting 8a has a peripheral rib 85a and an intermediate rib 86a for reinforcement.

図10(a)(b)(c)に示されるように、最上段平面部用の連結金具8bは、側面視で逆L字形に形成され、側板81b及び天板82bを有する。側板81bは、その下部の周縁に斜めに開口する2つの切欠き32を有する。天板82cは、フックセパレータ(図示せず)を掛着するための丸孔83bを有する。連結金具8bは、補強のための周リブ85b及び中間リブ86bを有する。   As shown in FIGS. 10 (a), (b), and (c), the uppermost flat plate connecting bracket 8b is formed in an inverted L shape in a side view and includes a side plate 81b and a top plate 82b. The side plate 81b has two notches 32 that open obliquely at the periphery of the lower portion thereof. The top plate 82c has a round hole 83b for hooking a hook separator (not shown). The connection fitting 8b has a peripheral rib 85b and an intermediate rib 86b for reinforcement.

図11(a)(b)(c)に示されるように、最下段隅角部用の連結金具8cは、互いに直交する底板81c及び2枚の側板82c、83cを有する。底板81cは、ボルトを通すための丸孔84cを有し、コンクリート床板にボルトで固定される。各側板82c、83cは、その上部の周縁に斜めに開口する切欠き32を有する。連結金具8cは、補強のための周リブ85c及び中間リブ86cを有する。   As shown in FIGS. 11 (a), 11 (b), and 11 (c), the connecting bracket 8c for the lowermost corner includes a bottom plate 81c and two side plates 82c and 83c that are orthogonal to each other. The bottom plate 81c has a round hole 84c through which a bolt passes, and is fixed to the concrete floor plate with a bolt. Each side plate 82c, 83c has a notch 32 that opens obliquely at the periphery of the upper portion thereof. The connection fitting 8c has a peripheral rib 85c and an intermediate rib 86c for reinforcement.

図12(a)(b)(c)に示されるように、中段隅角部用の連結金具8dは、平面視でL字形に形成され、2枚の側板81d、82dを有する。各側板81d、82dは、その上部の周縁に斜めに開口する切欠き82を有し、下部にPC板41にボルト止めするための丸孔83dを有する。連結金具8dは、補強のための周リブ85d及び中間リブ86dを有する。   As shown in FIGS. 12A, 12B, and 12C, the connecting bracket 8d for the middle corner portion is formed in an L shape in a plan view and includes two side plates 81d and 82d. Each of the side plates 81d and 82d has a notch 82 that opens obliquely at the upper peripheral edge thereof, and a round hole 83d for bolting to the PC plate 41 at the lower portion. The connection fitting 8d has a peripheral rib 85d and an intermediate rib 86d for reinforcement.

図13(a)(b)(c)に示されるように、最上段隅角部用の連結金具8eは、平面視でL字形に形成され、2枚の側板81e、82eを有する。各側板81e、82eは、その下部の周縁に斜めに開口する切欠き32を有する。連結金具8eは、補強のための周リブ85e及び中間リブ86eを有する。   As shown in FIGS. 13A, 13B, and 13C, the connecting bracket 8e for the uppermost corner is formed in an L shape in a plan view and includes two side plates 81e and 82e. Each of the side plates 81e and 82e has a notch 32 that opens obliquely at the periphery of the lower portion thereof. The connection fitting 8e has a peripheral rib 85e and an intermediate rib 86e for reinforcement.

型枠4は、このような連結金具3、8a、8b、8c、8d、8eを用い、PC板41を下から上に順に連結して組み立てられる(図8参照)。   The mold 4 is assembled by connecting the PC plates 41 in order from the bottom to the top using such connecting fittings 3, 8a, 8b, 8c, 8d, and 8e (see FIG. 8).

図14は、型枠4の隅角部の施工順序を示す。先ず、型枠4における同図で右側の壁面が形成される。PC板41は、矢印C1で示す施工順序でコンクリート床面上に1段が順次立設される。次に、同図で上側及び下側の壁面が形成される。PC板41は、矢印C2で示す施工順序でコンクリート床面上に右から左に1段が順次立設される。次に、左側の壁面が形成される(図示せず)。   FIG. 14 shows the construction order of the corners of the mold 4. First, the right wall surface in the figure in the mold 4 is formed. One stage of the PC plate 41 is erected on the concrete floor surface in the construction sequence indicated by the arrow C1. Next, upper and lower wall surfaces are formed in FIG. The PC board 41 is erected in order from the right to the left on the concrete floor surface in the construction order indicated by the arrow C2. Next, the left wall is formed (not shown).

上記のようにコンクリート床面上に立設されたPC板41の上端に、別のPC板がさらに1段立設される。施工順序は、矢印C1、C2の順である。矢印C2で示す部分の施工において、対向する連結金具3同士を接続するようにセパレータ7取り付けられる。その後、連結金具3同士を斜め方向に接続するセパレータ7が取り付けられる。セパレータ7の取り付け作業は、各段ごとに行われるので、型枠4外側から作業員の手が届く範囲で行われ、作業員が型枠4内側に入って行う必要はない。立設されたPC板41の上端に、必要な型枠4の高さに応じて、別のPC板41がさらに1段づつ立設される。   Another PC plate is further erected on the upper end of the PC plate 41 erected on the concrete floor as described above. The construction order is the order of arrows C1 and C2. In the construction of the portion indicated by the arrow C2, the separator 7 is attached so as to connect the connecting fittings 3 facing each other. Then, the separator 7 which connects the connection metal fittings 3 diagonally is attached. Since the work for attaching the separator 7 is performed for each stage, it is performed within the reach of the worker's hand from the outside of the mold 4, and it is not necessary for the worker to enter the inside of the mold 4. Another PC plate 41 is further erected on the upper end of the erected PC plate 41 one by one according to the required height of the mold 4.

連結金具3同士を斜め方向に接続するセパレータ7の取り付け構造について、図15及び図16を参照して説明する。図15に示されるように、ボルト73が連結金具3の凹部37側から座金38を通して孔36に挿入され、ボルト73の軸部とセパレータ7の端部が、長ナット74で締結される。長ナット74に替えて、ターンバックルを用いてもよい。座金38は、例えば、凹部37の内面に沿った形状に曲げられた鉄板であり、図16に示されるように3つの丸孔39を有するものが用いられる。   The attachment structure of the separator 7 which connects the connection metal fittings 3 diagonally is demonstrated with reference to FIG.15 and FIG.16. As shown in FIG. 15, the bolt 73 is inserted into the hole 36 through the washer 38 from the concave portion 37 side of the connection fitting 3, and the shaft portion of the bolt 73 and the end portion of the separator 7 are fastened by the long nut 74. A turnbuckle may be used instead of the long nut 74. The washer 38 is, for example, an iron plate bent into a shape along the inner surface of the concave portion 37, and one having three round holes 39 as shown in FIG.

なお、本発明は、上記の実施形態の構成に限られず、発明の要旨を変更しない範囲で種々の変形が可能である。例えば、セパレータ7は、その端部をねじ山を有する鋼棒とし、中間部を鋼線としてもよい。これにより、複数のセパレータ7を容易に平面交差させることができる。   In addition, this invention is not restricted to the structure of said embodiment, A various deformation | transformation is possible in the range which does not change the summary of invention. For example, the separator 7 may have a steel rod having a thread at its end and a steel wire at the middle. Thereby, a plurality of separators 7 can be made to intersect plane easily.

1 PC型枠用の連結具(連結具)
2 被連結金具
21 軸部
22 頭部
3 連結金具
31 板状部材
32 切欠き
34(34a、34b、34c) 凸部
35、36 孔
4 コンクリート打込み型枠(型枠)
41 プレキャストコンクリート板(PC板)
7 セパレータ
1 Connector for PC formwork (connector)
2 Connected fitting 21 Shaft portion 22 Head 3 Connecting fitting 31 Plate-like member 32 Notch 34 (34a, 34b, 34c) Convex portion 35, 36 Hole 4 Concrete placing formwork (formwork)
41 Precast concrete board (PC board)
7 Separator

Claims (3)

複数のプレキャストコンクリート板(以下、PC板)を連結してコンクリート打込み型枠を構成するためのPC型枠用の連結具であって、
前記PC板の各々の裏側コーナー部に突設され、軸部と頭部とを有するボルト状の被連結金具と、
壁面を形成するように上下左右に立設される前記PC板の各々を、それらのコーナー部において前記被連結金具を介して連結する連結金具と、を備え、
前記連結金具は、前記PC板の裏側に当接される板状部材と、この板状部材の周縁に斜めに開口する複数の切欠きとを有し、前記被連結金具の軸部が前記開口を通して切欠き内に挿嵌されることにより、前記PC板同士を連結し、
さらに、前記連結金具は、前記切欠きの縁に、前記切欠き内に挿嵌された状態の前記被連結金具の軸部が切欠き開口側へ抜脱することを防止する凸部を有することを特徴とするPC型枠用の連結具。
A connecting tool for PC formwork for connecting a plurality of precast concrete boards (hereinafter referred to as PC boards) to form a concrete casting formwork,
A bolt-shaped connected metal fitting protruding from the back corner of each of the PC plates and having a shaft and a head;
A connecting bracket for connecting each of the PC plates erected on the top, bottom, left and right so as to form a wall surface via the connected bracket at their corners,
The connecting metal fitting has a plate-like member that is in contact with the back side of the PC plate, and a plurality of notches that open obliquely at the periphery of the plate-like member, and the shaft portion of the connected metal fitting is the opening. The PC plates are connected by being inserted into the notch through ,
Furthermore, the connecting metal fitting has a convex portion at the edge of the notch that prevents the shaft portion of the connected metal fitting inserted into the notch from being pulled out to the notch opening side. A connector for PC formwork characterized by the above.
前記連結金具は、前記板状部材に、互いに対向して立設されるPC板間の間隔を保つためのセパレータが貫通され、該セパレータの一端が固定されること特徴とする請求項に記載のPC型枠用の連結具。 The connecting fitting is in the plate-like member, it is penetrated separator for maintaining a distance to PC plates erected facing each other, according to claim 1, wherein the one end of the separator is fixed For PC formwork. 請求項1又は請求項2に記載のPC型枠用の連結具を用い、立設されたPC板の上側コーナー部に突設されている前記被連結金具に前記連結金具を取り付け、そのPC板の上端に別のPC板を落とし込むように立設することにより、それらのPC板同士を連結することを特徴とするコンクリート打込み型枠の組立方法。 Using the connecting device for PC formwork according to claim 1 or 2, the connecting metal fitting is attached to the connected metal fitting protruding from the upper corner portion of the standing PC plate, and the PC plate A method of assembling a concrete casting form, characterized in that the PC plates are connected to each other by standing up so that another PC plate is dropped on the upper end of the PC.
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