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JP6914813B2 - Formwork lifting bracket - Google Patents
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JP6914813B2 - Formwork lifting bracket - Google Patents

Formwork lifting bracket Download PDF

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JP6914813B2
JP6914813B2 JP2017221281A JP2017221281A JP6914813B2 JP 6914813 B2 JP6914813 B2 JP 6914813B2 JP 2017221281 A JP2017221281 A JP 2017221281A JP 2017221281 A JP2017221281 A JP 2017221281A JP 6914813 B2 JP6914813 B2 JP 6914813B2
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formwork
plate
metal fitting
lifting
end thick
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JP2019090284A (en
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洋平 久保田
洋平 久保田
裕司 園部
裕司 園部
敦孝 植木
敦孝 植木
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岡部株式会社
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Description

本発明は、コンクリート打設用の型枠を吊上げるための型枠吊上げ用金具に関する。 The present invention relates to a formwork lifting metal fitting for lifting a formwork for placing concrete.

建物の規模が大きなマンションや病院などの建築現場では、コンクリート打設用に大型の型枠が用いられる。このような大型の型枠を設置する際には、型枠をワイヤーロープで吊上げて移動させる。従来、型枠を吊上げる場合は、型枠を構成する横端太材に直接ワイヤーロープを巻きつけて吊上げていた。しかし、横端太材にワイヤーロープを強固に巻きつけても、吊上げ中に型枠が左右に揺られてワイヤーロープが動き、型枠のバランスが保たれない危険性がある。そこで、型枠を吊上げる金具に関し、次のような先行技術が開示されている。 At construction sites such as condominiums and hospitals with large buildings, large formwork is used for concrete placement. When installing such a large formwork, the formwork is lifted by a wire rope and moved. Conventionally, when the formwork is lifted, a wire rope is directly wound around the thick horizontal end material constituting the formwork to lift the formwork. However, even if the wire rope is tightly wound around the thick material at the horizontal end, there is a risk that the formwork will be shaken from side to side during lifting and the wire rope will move, and the balance of the formwork will not be maintained. Therefore, the following prior art is disclosed regarding the metal fittings for lifting the formwork.

特許文献1の型枠建込み用吊り冶具は、パイプに鈎片を備えており、鈎片に横端太材を係合させて、複数並んだパイプにロープを通して吊上げる技術である。しかし、この技術では、横端太材のそれぞれに鈎片を係合させるため、冶具自体が大きく、大重量となるため作業性が悪い。 The hanging jig for building a formwork of Patent Document 1 is a technique in which a hook is provided with a hook piece, a thick horizontal end member is engaged with the hook piece, and a rope is passed through a plurality of arranged pipes. However, in this technique, since the hook pieces are engaged with each of the thick horizontal end members, the jig itself is large and heavy, resulting in poor workability.

特許文献2の型枠の吊金具は、逆U字形状で、開放部側にストッパーを有した止め杆から構成されており、型枠天端から離れた所要位置の吊用孔に取り付けて、ロープなどで吊上げる技術である。しかし、この技術では、型枠に開けた孔に金具を取り付けるため、荷重が型枠に直接作用して型枠を損傷する可能性がある。型枠を損傷すると、型枠の使い回しができなくなってしまう。 The formwork hanging bracket of Patent Document 2 has an inverted U shape and is composed of a retaining rod having a stopper on the opening side, and is attached to a hanging hole at a required position away from the top end of the formwork. It is a technique to lift with a rope or the like. However, in this technique, since the metal fittings are attached to the holes made in the formwork, the load may act directly on the formwork to damage the formwork. If the formwork is damaged, the formwork cannot be reused.

実公平6−7172号公報Jitsufuku No. 6-7172 特開平11−130373号公報Japanese Unexamined Patent Publication No. 11-13573

本発明は、上記のような従来の問題点に鑑みてなされたものであり、比較的軽量でありながら、安全に型枠の吊上げ作業が行うことができ、また、型枠への取り付けも容易である型枠吊上げ用金具の提供を目的とする。 The present invention has been made in view of the above-mentioned conventional problems, and while being relatively lightweight, the form can be safely lifted and can be easily attached to the form. The purpose is to provide metal fittings for lifting the formwork.

この目的を達成するために、堰板と横端太材の間に取り付けられて、型枠を吊上げるための金具であって、堰板に取り付けられた縦端太材と同じ幅を有する板状部と、前記板状部の幅方向に型枠緊結金具を固定する固定部を備え、前記板状部の上部には、ワイヤーロープを取り付ける掛止部が形成されていることを特徴とする、型枠吊上げ用金具が提供される。 In order to achieve this purpose, it is a metal fitting that is attached between the weir plate and the horizontal end thick material to lift the formwork, and has the same width as the vertical end thick material attached to the weir plate. It is characterized in that it includes a shaped portion and a fixing portion for fixing the formwork binding metal fitting in the width direction of the plate-shaped portion, and a hooking portion for attaching a wire rope is formed on the upper portion of the plate-shaped portion. , Formwork lifting brackets are provided.

この型枠吊上げ用金具において、前記板状部は、前記固定部の上下において横端太材を受けることができる長さを有していても良い。また、前記板状部を一対備え、それら板状部の間に前記固定部を備えていても良い。その場合、前記一対の板状部の下端同士は連結されていても良い。また、前記固定部は、型枠緊結金具のボルトを通す筒形状を有していても良い。 In this formwork lifting metal fitting, the plate-shaped portion may have a length that allows the horizontal end thick member to be received above and below the fixing portion. Further, a pair of the plate-shaped portions may be provided, and the fixing portion may be provided between the plate-shaped portions. In that case, the lower ends of the pair of plate-shaped portions may be connected to each other. Further, the fixing portion may have a tubular shape through which the bolts of the formwork fastening metal fittings are passed.

本発明の型枠吊上げ用金具は、板状部と固定部からなり、比較的軽量でありながら、型枠緊結金具を利用して確実に吊り上げることができる。また、縦端太材と同じ幅を有する板状部により、型枠吊上げ用金具をより強固に固定することができる。また、型枠緊結金具の過度の締付け防止にもなる。しかも、型枠緊結金具を固定する固定部を備えることにより、横端太材を介して、他の金具に荷重負担を分散させるため、型枠に過度の負担がかかることが回避され、型枠の損傷が防止され、型枠の使いまわしもできるとともに、固定部で型枠緊結金具にしっかりと固定することにより、型枠を確実に保持でき、吊上げ中にワイヤーロープの位置がずれることがなく、安全に作業を行うことができる。 The formwork lifting metal fitting of the present invention is composed of a plate-shaped portion and a fixing part, and although it is relatively lightweight, it can be reliably lifted by using the formwork binding metal fitting. In addition, the formwork lifting metal fittings can be more firmly fixed by the plate-shaped portion having the same width as the vertical end thick lumber. It also prevents excessive tightening of the formwork binding bracket. Moreover, by providing a fixing portion for fixing the formwork binding metal fittings, the load load is distributed to other metal fittings via the thick horizontal end material, so that an excessive load is avoided on the formwork and the formwork is prevented. The formwork can be reused, and the formwork can be held securely by firmly fixing it to the formwork binding bracket with the fixing part, and the position of the wire rope does not shift during lifting. , You can work safely.

本発明の実施の形態にかかる型枠吊上げ用金具の斜視図である。It is a perspective view of the metal fitting for lifting a formwork which concerns on embodiment of this invention. 型枠緊結金具の正面図である。It is a front view of the formwork binding metal fittings. 本発明の実施の形態にかかる型枠吊上げ用金具を用いて型枠を吊上げた状態の説明図である。It is explanatory drawing of the state in which the formwork was lifted by using the formwork lifting metal fitting which concerns on embodiment of this invention. 型枠緊結金具を型枠に取り付けた状態を示す説明図である。It is explanatory drawing which shows the state which attached the formwork binding metal fitting to a formwork. 本発明の実施の形態にかかる型枠吊上げ用金具を型枠緊結金具に固定した状態、および、型枠吊上げ用金具にワイヤーロープを取り付けた状態を示す説明図である。It is explanatory drawing which shows the state which fixed the formwork lifting metal fitting which concerns on embodiment of this invention to a formwork binding metal fitting, and the state which attached the wire rope to the formwork lifting metal fitting. 本発明の別の実施の形態にかかる型枠吊上げ用金具の側面図である。It is a side view of the formwork lifting metal fitting which concerns on another embodiment of this invention. 本発明の別の実施の形態にかかる型枠吊上げ用金具の側面図である。It is a side view of the formwork lifting metal fitting which concerns on another embodiment of this invention.

以下、本発明の実施の形態にかかる型枠吊上げ用金具1について、図面を参照しながら説明する。なお、本明細書および図面において、実質的に同一の機能構成を有する要素においては、同一の符号を付することにより重複説明を省略する。 Hereinafter, the formwork lifting metal fitting 1 according to the embodiment of the present invention will be described with reference to the drawings. In the present specification and the drawings, elements having substantially the same functional configuration are designated by the same reference numerals, so that duplicate description will be omitted.

図1に示すように、本発明の実施の形態にかかる型枠吊上げ用金具1は、所定の間隔を空けて平行に配置された一対の板状部10、10を有している。板状部10、10は、例えば鋼板をV字状に折り曲げることにより構成され、板状部10、10の下端同士は、その折り曲げ部分11によって連結された状態となっている。 As shown in FIG. 1, the formwork lifting metal fitting 1 according to the embodiment of the present invention has a pair of plate-shaped portions 10 and 10 arranged in parallel at predetermined intervals. The plate-shaped portions 10 and 10 are formed by, for example, bending a steel plate in a V shape, and the lower ends of the plate-shaped portions 10 and 10 are connected by the bent portion 11.

板状部10、10の幅Lは、型枠3の堰板30に取り付けられた縦端太材31と同じ大きさに設定されている。板状部10、10の上部には、ワイヤーロープ5を取り付ける掛止部12が形成されている。この実施の形態では、掛止部12は、シャックル51のピン52を通すための丸孔形状になっている。 The width L of the plate-shaped portions 10 and 10 is set to the same size as the vertical end thick lumber 31 attached to the weir plate 30 of the formwork 3. A hooking portion 12 for attaching the wire rope 5 is formed on the upper portions of the plate-shaped portions 10 and 10. In this embodiment, the hooking portion 12 has a round hole shape for passing the pin 52 of the shackle 51.

板状部10、10の間には、型枠緊結金具2を固定する固定部15を備える。この固定部15は、型枠緊結金具2のボルト21を通す筒形状を有している。固定部15は、板状部10、10に対して溶接等によって取り付けられている。板状部10、10の側縁には、固定部15に対応する位置に、切欠き16が形成されている。 A fixing portion 15 for fixing the formwork fastening metal fitting 2 is provided between the plate-shaped portions 10 and 10. The fixing portion 15 has a tubular shape through which the bolt 21 of the formwork binding metal fitting 2 is passed. The fixing portion 15 is attached to the plate-shaped portions 10 and 10 by welding or the like. Notches 16 are formed on the side edges of the plate-shaped portions 10 and 10 at positions corresponding to the fixing portions 15.

図2に示すように、型枠緊結金具2は、先端につば部20が形成されたボルト21と、ボルト21が通される座金22と、ボルト21にネジ止めすることで座金22を押さえるナット23を備えている。ナット23をねじ込むことにより、座金22をボルト21の先端側(つば部20に近づく方向)に押さえることができる。座金22には、型枠3に取り付ける際に横端太材32を受容するための凹部24が形成されている。 As shown in FIG. 2, the formwork fastening metal fitting 2 has a bolt 21 having a brim portion 20 formed at its tip, a washer 22 through which the bolt 21 is passed, and a nut that holds the washer 22 by screwing to the bolt 21. It has 23. By screwing the nut 23, the washer 22 can be pressed toward the tip end side of the bolt 21 (in the direction approaching the brim portion 20). The washer 22 is formed with a recess 24 for receiving the lateral end thick member 32 when it is attached to the mold 3.

図3、4に示すように、型枠3は、合板(コンパネ)や樹脂パネル等からなる堰板30の背面側に角材等からなる複数本の縦端太材31を適当な間隔で平行に取り付けた構成を有している。縦端太材31の幅(型枠3と垂直な方向の長さであり、図4中の左右方向の長さ)Mは、型枠吊上げ用金具1の板状部10の幅Lと等しい。図3に示すように、この実施の形態では、堰板30の背面側に4本の縦端太材31を平行に取り付けた型枠3を、横に6列並べて組み合わせて、そのそれぞれの縦端太材31同士を釘等で連結することにより、一つの大型の型枠3’を構成している。さらに、これら6つの型枠3は、縦端太材31のさらに背面側に配置された横端太材32と、型枠緊結金具2によって、より強固に連結されている。 As shown in FIGS. It has an attached configuration. The width M of the vertical end thick member 31 (the length in the direction perpendicular to the formwork 3 and the length in the left-right direction in FIG. 4) is equal to the width L of the plate-shaped portion 10 of the formwork lifting metal fitting 1. .. As shown in FIG. 3, in this embodiment, formwork 3 in which four vertical end thick timbers 31 are attached in parallel to the back side of the weir plate 30 is combined in 6 rows horizontally, and each of them is vertically arranged. One large formwork 3'is formed by connecting the end thick timbers 31 with each other with nails or the like. Further, these six formwork 3s are more firmly connected to the horizontal end thick member 32 arranged on the back side of the vertical end thick member 31 by the formwork binding metal fitting 2.

横端太材32は鋼製、樹脂製等の管部材からなり、複数の横端太材32を並べる等することによって、6つの型枠3をつなげるのに十分な長さに構成されている。図3に示すように、横に並べた6つの型枠3の背面側において、縦端太材31と直交させて横端太材32を配置し、複数の型枠緊結金具2を取り付けることによって、縦端太材31の背面側に横端太材32が押し付けられている。 The horizontal end thick lumber 32 is made of a pipe member made of steel, resin, etc., and is configured to have a length sufficient for connecting the six formwork 3 by arranging a plurality of horizontal end thick lumber 32s. .. As shown in FIG. 3, on the back side of the six formwork 3 arranged side by side, the horizontal end thick material 32 is arranged orthogonal to the vertical end thick material 31, and a plurality of formwork binding metal fittings 2 are attached. , The horizontal end thick material 32 is pressed against the back side of the vertical end thick material 31.

図4に示すように、堰板30の表側(コンクリートが打設される領域側)に配置される型枠支承具35の内部にはネジ36が装着されており、このネジ36の先端は、堰板30に形成された貫通孔に通されて、堰板30の背面側に配置された型枠緊結金具2のボルト21の先端面にねじ込まれている。型枠緊結金具2のボルト21の先端面には、このネジ36の先端をネジ止めさせるためのネジ穴が設けられている。このネジ36を締め付けることにより、ボルト21先端のつば部20と型枠支承具35との間で堰板30がしっかりと挟まれ、型枠緊結金具2のボルト21が堰板30の背面側に垂直に取り付けられている。 As shown in FIG. 4, a screw 36 is mounted inside the formwork bearing 35 arranged on the front side (the area side where concrete is placed) of the weir plate 30, and the tip of the screw 36 is It is passed through a through hole formed in the weir plate 30 and screwed into the tip surface of the bolt 21 of the formwork binding metal fitting 2 arranged on the back side of the weir plate 30. A screw hole for screwing the tip of the screw 36 is provided on the tip surface of the bolt 21 of the formwork fastening metal fitting 2. By tightening the screw 36, the weir plate 30 is firmly sandwiched between the brim 20 at the tip of the bolt 21 and the formwork support 35, and the bolt 21 of the formwork binding bracket 2 is placed on the back side of the formwork plate 30. It is installed vertically.

そして、型枠緊結金具2のボルト21には、縦端太材31の背面側に配置された横端太材32の上(型枠3の背面側)から押さえるようにして座金22が通され、さらにその上(型枠3の背面側)からボルト21にナット23が装着される。このナット23を締め付けることにより、座金22を介して横端太材32が縦端太材31の背面側に押し付けられ、縦端太材31と横端太材32が格子状に組まれた状態で保持される。また、このように縦端太材31と横端太材32が格子状に組まれた状態では、横端太材32は、座金22に形成された凹部24に受容され、横端太材32の位置ずれが防止される。この実施の形態では、2本ずつ8か所で合計16本の横端太材32を用い、各2本ずつの横端太材32をそれぞれ12個(合計12×8=96個)の型枠緊結金具2で固定することにより大型の型枠3’が構成されている。 Then, the washer 22 is passed through the bolt 21 of the formwork binding metal fitting 2 so as to be pressed from above the horizontal end thick material 32 arranged on the back side of the vertical end thick material 31 (the back side of the form 3). Further, the nut 23 is attached to the bolt 21 from above (the back side of the mold 3). By tightening the nut 23, the horizontal end thick material 32 is pressed against the back side of the vertical end thick material 31 via the washer 22, and the vertical end thick material 31 and the horizontal end thick material 32 are assembled in a grid pattern. Is held at. Further, in the state where the vertical end thick material 31 and the horizontal end thick material 32 are assembled in a grid pattern in this way, the horizontal end thick material 32 is received by the recess 24 formed in the washer 22, and the horizontal end thick material 32 is received. Misalignment is prevented. In this embodiment, a total of 16 horizontal end thick materials 32 are used at 8 locations of 2 each, and 12 horizontal end thick materials 32 of 2 each (total 12 × 8 = 96 pieces) are molded. A large formwork 3'is configured by fixing with the frame binding bracket 2.

本発明の実施の形態にかかる型枠吊上げ用金具1は、こうして横端太材32と型枠緊結金具2によって6つの型枠3を横に連結して構成された大型の型枠3’を一体的に吊上げるように、大型の型枠3’の上部2か所に取り付けられている。2つの型枠吊上げ用金具1は、大型の型枠3’をバランスよく吊上げることができるように、大型の型枠3’の上部両側近傍の対象位置に取り付けられている。 The formwork lifting metal fitting 1 according to the embodiment of the present invention is a large formwork 3'composed by horizontally connecting six formwork 3s by a horizontal end thick material 32 and a formwork binding metal fitting 2. It is attached to the upper two places of the large formwork 3'so that it can be lifted integrally. The two formwork lifting metal fittings 1 are attached to target positions near both upper sides of the large formwork 3'so that the large formwork 3'can be lifted in a well-balanced manner.

図3に示すように、大型の型枠3’に対する型枠吊上げ用金具1の取り付けは、大型の型枠3’の上部両側近傍の対象位置に取り付けられた任意の一対の型枠緊結金具2を利用して行われる。この実施の形態では、一番上の横列に配置された12個の型枠緊結金具2の内、両外側からそれぞれ2個目の型枠緊結金具2に型枠吊上げ用金具1が取り付けられている。 As shown in FIG. 3, the attachment of the formwork lifting metal fitting 1 to the large formwork 3'is an arbitrary pair of formwork binding metal fittings 2 attached to target positions near both upper sides of the large formwork 3'. It is done using. In this embodiment, the formwork lifting metal fittings 1 are attached to the second formwork binding metal fittings 2 from both outer sides of the 12 formwork binding metal fittings 2 arranged in the top row. There is.

すなわち、大型の型枠3’の一番上の横列の両外側から2個目の型枠緊結金具2では、図5に示すように、堰板30の背面側に垂直に取り付けられたボルト21を、型枠吊上げ用金具1の固定部15に通すことにより、型枠吊上げ用金具1の板状部10の幅方向が型枠3の堰板30の背面に対して垂直となるように配置されている。そして、型枠吊上げ用金具1の板状部10は堰板30と横端太材32の間で挟まれ、横端太材32は、型枠緊結金具2のボルト21に装着された座金22とナット23で押さえられている。そして、ナット23を締め付けることにより、型枠吊上げ用金具1の板状部10が堰板30と横端太材32の間でしっかりと保持されている。なお同様に、この型枠吊上げ用金具1の取り付け位置においても、横端太材32は、座金22に形成された凹部24に受容され、横端太材32の位置ずれが防止される。 That is, in the second formwork binding bracket 2 from both outer sides of the top row of the large formwork 3', as shown in FIG. 5, the bolts 21 vertically attached to the back side of the weir plate 30 Is passed through the fixing portion 15 of the formwork lifting metal fitting 1, so that the width direction of the plate-shaped portion 10 of the formwork lifting metal fitting 1 is perpendicular to the back surface of the weir plate 30 of the formwork 3. Has been done. Then, the plate-shaped portion 10 of the formwork lifting metal fitting 1 is sandwiched between the weir plate 30 and the horizontal end thick member 32, and the horizontal end thick member 32 is a washer 22 attached to the bolt 21 of the formwork binding metal fitting 2. Is held down by the nut 23. Then, by tightening the nut 23, the plate-shaped portion 10 of the formwork lifting metal fitting 1 is firmly held between the weir plate 30 and the lateral end thick member 32. Similarly, at the mounting position of the formwork lifting metal fitting 1, the lateral end thick member 32 is received by the recess 24 formed in the washer 22 to prevent the lateral end thick member 32 from being displaced.

このように大型の型枠3’の上部両側近傍に取り付けられた型枠吊上げ用金具1には、ワイヤーロープ5がそれぞれ取り付けられる。図5に示すように、ワイヤーロープ5の下端に設けられたループ部50にシャックル51が取り付けられ、このシャックル51のピン52を、型枠吊上げ用金具1の板状部10の上部に設けられた掛止部12(丸孔形状)に通して固定することにより、型枠吊上げ用金具1にワイヤーロープ5が接続される。 A wire rope 5 is attached to each of the formwork lifting metal fittings 1 attached to the vicinity of both upper sides of the large formwork 3'. As shown in FIG. 5, a shackle 51 is attached to a loop portion 50 provided at the lower end of the wire rope 5, and a pin 52 of the shackle 51 is provided above the plate-shaped portion 10 of the formwork lifting metal fitting 1. The wire rope 5 is connected to the formwork lifting metal fitting 1 by passing it through the hooking portion 12 (round hole shape) and fixing it.

こうして、大型の型枠3’の上部両側近傍をワイヤーロープ5で吊上げ、クレーンやホイストなどの吊上げ機械によって、大型の型枠3’を指定の場所へ移動させてコンクリート型枠を完成させる。そして、コンクリート型枠内にコンクリートを打設することにより、建築物の施工が行われる。また、コンクリートの養生後、再び、ワイヤーロープ5により大型の型枠3’を吊上げ、例えば上層階の型枠設置箇所などに移動させる。 In this way, the vicinity of both upper sides of the large formwork 3'is lifted by the wire rope 5, and the large formwork 3'is moved to a designated place by a lifting machine such as a crane or a hoist to complete the concrete formwork. Then, the building is constructed by placing concrete in the concrete formwork. Further, after curing the concrete, the large formwork 3'is lifted again by the wire rope 5 and moved to, for example, a formwork installation location on the upper floor.

この実施の形態にかかる型枠吊上げ用金具1は、板状部10、10の幅Lが縦端太材31の幅Mと等しく設定されているので、型枠吊上げ用金具1の取り付け箇所においても、堰板30と横端太材32との距離が縦端太材31の幅Mと等しくなり、横端太材32の全長に渡って堰板30と横端太材32との距離が等しく保たれるため、型枠吊上げ用金具1をより強固に固定することができる。また、型枠吊上げ用金具1の取り付け箇所においても、ボルト21による過度の締め付けが回避され、型枠3(3’)の損傷が防止されて、型枠3(3’)の使いまわしもできるようになる。 In the formwork lifting metal fitting 1 according to this embodiment, since the width L of the plate-shaped portions 10 and 10 is set to be equal to the width M of the vertical end thick material 31, the formwork lifting metal fitting 1 is attached at the mounting location. Also, the distance between the weir plate 30 and the horizontal end thick material 32 becomes equal to the width M of the vertical end thick material 31, and the distance between the weir plate 30 and the horizontal end thick material 32 extends over the entire length of the horizontal end thick material 32. Since they are kept equal, the formwork lifting metal fitting 1 can be fixed more firmly. Further, at the attachment location of the formwork lifting metal fitting 1, excessive tightening by the bolt 21 is avoided, damage to the formwork 3 (3') is prevented, and the formwork 3 (3') can be reused. Will be.

また、型枠緊結金具2のボルト21を固定部15に通し、板状部10を堰板30と横端太材32の間で挟んだ状態で型枠吊上げ用金具1がしっかりと固定されるため、型枠3(3’)を確実に保持でき、吊上げ中にワイヤーロープ5の位置がずれることがなく、安全に作業を行うことができる。さらには、横端太材32を介して、他の金具に荷重負担を分散させるため、型枠3(3’)の損傷が防止されて、型枠3(3’)の使いまわしができる。なお、型枠吊上げ用金具1の板状部10を堰板30と横端太材32の間で挟んだ際には、図4に示すように、ボルト21先端のつば部20が板状部10の側縁に設けられた切欠き16に受容される。このため、板状部10の側縁からつば部20が突出することが無く、板状部10の側縁全体を堰板30の背面に隙間なく密着させることができる。その結果、ナット23を締め付けることにより、型枠吊上げ用金具1がしっかりと保持され、型枠3(3’)を安定的に吊上げることができる。 Further, the formwork lifting metal fitting 1 is firmly fixed in a state where the bolt 21 of the formwork binding metal fitting 2 is passed through the fixing portion 15 and the plate-shaped portion 10 is sandwiched between the weir plate 30 and the horizontal end thick member 32. Therefore, the formwork 3 (3') can be reliably held, and the position of the wire rope 5 does not shift during lifting, so that the work can be performed safely. Further, since the load load is distributed to other metal fittings via the horizontal end thick member 32, damage to the formwork 3 (3') is prevented, and the formwork 3 (3') can be reused. When the plate-shaped portion 10 of the formwork lifting metal fitting 1 is sandwiched between the weir plate 30 and the horizontal end thick lumber 32, as shown in FIG. 4, the brim portion 20 at the tip of the bolt 21 is a plate-shaped portion. It is received by the notch 16 provided on the side edge of 10. Therefore, the brim portion 20 does not protrude from the side edge of the plate-shaped portion 10, and the entire side edge of the plate-shaped portion 10 can be brought into close contact with the back surface of the weir plate 30 without a gap. As a result, by tightening the nut 23, the formwork lifting metal fitting 1 is firmly held, and the formwork 3 (3') can be stably lifted.

さらに、この実施の形態にかかる型枠吊上げ用金具1は、所定の間隔を空けて平行に配置された一対の板状部10、10を有しているため、固定部15に通されたボルト21の両側において、座金22からの押圧力を一対の板状部10、10で均等に受け止めることができ、型枠吊上げ用金具1が安定して固定される。また、一対の板状部10、10がV字状に構成されていれば、溶接等によって取り付けられた固定部15が下方に落ちることが無く、型枠3(3’)の荷重を確実に支えることができる。なお、2本ずつ配置される横端太材32からの押圧力を固定部15に通されたボルト21の上下において均等に受け止めることができるようにするためには、図5に示すように、板状部10、10は、固定部15の上下において、横端太材32を受け止めることができる位置までの長さを有していることが望ましい。 Further, since the formwork lifting metal fitting 1 according to this embodiment has a pair of plate-shaped portions 10 and 10 arranged in parallel at predetermined intervals, a bolt passed through the fixing portion 15 is provided. On both sides of 21, the pressing force from the washer 22 can be evenly received by the pair of plate-shaped portions 10 and 10, and the formwork lifting metal fitting 1 is stably fixed. Further, if the pair of plate-shaped portions 10 and 10 are formed in a V shape, the fixing portion 15 attached by welding or the like does not fall downward, and the load of the mold 3 (3') is surely applied. Can support. As shown in FIG. 5, in order to be able to evenly receive the pressing force from the horizontal end thick members 32 arranged two by two at the top and bottom of the bolt 21 passed through the fixing portion 15, as shown in FIG. It is desirable that the plate-shaped portions 10 and 10 have a length above and below the fixing portion 15 to a position where the lateral end thick member 32 can be received.

以上、本発明の実施の形態にかかる型枠吊上げ用金具1を例示して説明したが、本発明はかかる例に限定されない。当業者であれば、特許請求の範囲に記載された思想の範疇内において、各種の変更例または修正例に想到し得ることは明らかであり、それらについても当然に本発明の技術的範囲に属するものと了解される。 Although the formwork lifting metal fitting 1 according to the embodiment of the present invention has been described above as an example, the present invention is not limited to such an example. It is clear that a person skilled in the art can come up with various modifications or modifications within the scope of the ideas described in the claims, which naturally belong to the technical scope of the present invention. It is understood as a thing.

図6に示す型枠吊上げ用金具1’は、一対の板状部10、10が互いに別の部材であり、間に配置された固定部15によって、それら一対の板状部10、10が固定されている。また、図7に示す型枠吊上げ用金具1”は、図1に示した型枠吊上げ用金具1と同様に、一対の板状部10、10が鋼板等をV字状に折り曲げることにより構成されているが、折り曲げ部分11の上方にゲート部材55を取り付けられ、このゲート部材55と折り曲げ部分11との間が、ボルト21を通す固定部15となっている。これら図6に示す型枠吊上げ用金具1’および図7に示す型枠吊上げ用金具1”も、本発明の技術的範囲に属する。また、板状部10は必ずしも一対なくても良く、一枚のみでも構わない。 In the formwork lifting metal fitting 1'shown in FIG. 6, the pair of plate-shaped portions 10 and 10 are separate members from each other, and the pair of plate-shaped portions 10 and 10 are fixed by the fixing portions 15 arranged between them. Has been done. Further, the formwork lifting metal fitting 1 ”shown in FIG. 7 is configured by a pair of plate-shaped portions 10 and 10 bending a steel plate or the like in a V shape, similarly to the formwork lifting metal fitting 1 shown in FIG. However, a gate member 55 is attached above the bent portion 11, and a fixing portion 15 through which the bolt 21 is passed is formed between the gate member 55 and the bent portion 11. The formwork shown in FIG. The lifting metal fittings 1'and the formwork lifting metal fittings 1'shown in FIG. 7 also belong to the technical scope of the present invention. Further, the number of plate-shaped portions 10 does not necessarily have to be one pair, and only one plate-shaped portion 10 may be provided.

本発明の型枠吊上げ用金具は、コンクリート打設用の型枠を吊下げる際に好適に用いることができ、特に建物の規模が大きなマンションや病院などの建築現場で有用である。 The formwork lifting metal fitting of the present invention can be suitably used when suspending a formwork for placing concrete, and is particularly useful at a construction site such as a condominium or a hospital having a large building scale.

1 型枠吊上げ用金具
2 型枠緊結金具
3 型枠
3’ 大型の型枠
5 ワイヤーロープ
10 板状部
11 折り曲げ部分
12 掛止部
16 切欠き
20 つば部
21 ボルト
22 座金
23 ナット
24 凹部
30 堰板
31 縦端太材
32 横端太材
35 型枠支承具
36 ネジ
50 ループ部
51 シャックル
52 ピン
55 ゲート部材
1 Formwork lifting bracket 2 Formwork binding bracket 3 Formwork 3'Large formwork 5 Wire rope 10 Plate-shaped part 11 Bent part 12 Hooking part 16 Notch 20 Brim part 21 Bolt 22 Washer 23 Nut 24 Recess 30 Weir Plate 31 Vertical end thick material 32 Horizontal end thick material 35 Formwork support 36 Screws 50 Loop part 51 Shackle 52 Pin 55 Gate member

Claims (5)

堰板と横端太材の間に取り付けられて、型枠を吊上げるための金具であって、
堰板に取り付けられた縦端太材と同じ幅を有する板状部と、前記板状部の幅方向に型枠緊結金具を固定する固定部を備え、
前記板状部の上部には、ワイヤーロープを取り付ける掛止部が形成されていることを特徴とする、型枠吊上げ用金具。
It is a metal fitting that is attached between the weir plate and the thick lumber at the horizontal end to lift the formwork.
It is provided with a plate-shaped portion having the same width as the vertical end thick lumber attached to the weir plate, and a fixing portion for fixing the formwork binding bracket in the width direction of the plate-shaped portion.
A metal fitting for lifting a formwork, characterized in that a hooking portion for attaching a wire rope is formed on the upper portion of the plate-shaped portion.
前記板状部は、前記固定部の上下において横端太材を受けることができる長さを有することを特徴とする、請求項1に記載の型枠吊上げ用金具。 The formwork lifting metal fitting according to claim 1, wherein the plate-shaped portion has a length capable of receiving a thick horizontal end member above and below the fixing portion. 前記板状部を一対備え、それら板状部の間に前記固定部を備えることを特徴とする、請求項1または2に記載の型枠吊上げ用金具。 The metal fitting for lifting a formwork according to claim 1 or 2, wherein the pair of plate-shaped portions is provided, and the fixing portion is provided between the plate-shaped portions. 前記一対の板状部の下端同士は連結されていることを特徴とする、請求項3に記載の型枠吊上げ用金具。 The formwork lifting metal fitting according to claim 3, wherein the lower ends of the pair of plate-shaped portions are connected to each other. 前記固定部は、型枠緊結金具のボルトを通す筒形状を有することを特徴とする、請求項1〜4のいずれかに記載の型枠吊上げ用金具。 The formwork lifting metal fitting according to any one of claims 1 to 4, wherein the fixing portion has a tubular shape through which a bolt of the formwork binding metal fitting is passed.
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JPS5525075Y2 (en) * 1975-08-01 1980-06-16
JPH067172Y2 (en) * 1987-07-10 1994-02-23 株式会社竹中工務店 Hanging jig for building formwork
JPH0355359A (en) * 1989-07-20 1991-03-11 Koji Ueno Large sized from panel and built-up method thereof
JPH11130373A (en) * 1997-10-30 1999-05-18 Marui Sangyo Co Ltd Hanging fittings for formwork for construction work

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