JP5986405B2 - Strengthening device for scaffold construction - Google Patents

Strengthening device for scaffold construction Download PDF

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JP5986405B2
JP5986405B2 JP2012064681A JP2012064681A JP5986405B2 JP 5986405 B2 JP5986405 B2 JP 5986405B2 JP 2012064681 A JP2012064681 A JP 2012064681A JP 2012064681 A JP2012064681 A JP 2012064681A JP 5986405 B2 JP5986405 B2 JP 5986405B2
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horizontal member
jaw
support
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lock piece
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JP2013194461A (en
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朋幸 夛田
朋幸 夛田
杉山 信夫
信夫 杉山
昌史 鈴木
昌史 鈴木
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Alinco Inc
Sugiko Co Ltd
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Sugiko Co Ltd
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本発明は、順次、支柱部材を上方に向けて連結すると共に、支柱部材の間に架設した横架材に足場板を搭載することにより、下層作業床から上層作業床を構築する仮設足場において、前記横架材を下方から支持することにより強化する強化装置に関する。 In the temporary scaffold for constructing the upper working floor from the lower working floor by sequentially connecting the supporting pillar members upward and mounting the scaffolding plate on the horizontal member laid between the supporting pillar members. The present invention relates to a strengthening device that strengthens the horizontal member by supporting it from below.

建設現場等において構築される仮設足場は、妻方向に対向する一対の支柱部材を上方に向けて順次連結すると共に、前記一対の支柱部材の1組を桁方向に間隔をあけて配置し、前記一対の支柱部材に横架材を架設すると共に、該横架材に足場板を搭載することにより桁方向に延びる作業床を構成し、順次、下層作業床から上層作業床を構築している。 A temporary scaffold constructed at a construction site or the like sequentially connects a pair of strut members facing in the wife direction upward, and arranges one pair of the pair of strut members at an interval in the girder direction, A horizontal member is installed on a pair of support members, and a work floor extending in the girder direction is formed by mounting a scaffolding plate on the horizontal member, and an upper work floor is sequentially constructed from a lower work floor.

特開平5−44338号公報JP-A-5-44338

上述のような足場構築体において、作業床を往来する作業者等の荷重は、足場板を搭載した横架材により支持される。しかしながら、横架材は、その両端部の緊結手段を一対の支柱部材に固着した架設構造とされているため、横架材が疲労している場合や、予想外の大きな荷重を受けたとき等には、横架材が座屈方向に変形するおそれがある。また、例えば、強風等により足場構築体が揺れ動き、万一、支柱部材を水平方向から支持する横架材の支持力が低下して上下の支柱部材の連結部が歪むと、支柱部材が鉛直姿勢を保持できなくなり、撓み方向に変形するおそれがある。従って、このような問題を解決するためには、横架材の支持構造を強化することが望ましい。 In the scaffold construction as described above, the load of an operator or the like traveling on the work floor is supported by a horizontal member on which a scaffold plate is mounted. However, since the horizontal member has a construction structure in which the fastening means at both ends of the horizontal member are fixed to the pair of support members, the horizontal member is fatigued or when an unexpectedly large load is applied. In some cases, the horizontal member may be deformed in the buckling direction. In addition, for example, if the scaffold structure swings due to strong wind, etc., and the support force of the horizontal member that supports the column member from the horizontal direction is reduced and the connecting portion of the upper and lower column members is distorted, the column member is in a vertical posture May not be held and may be deformed in the bending direction. Therefore, in order to solve such a problem, it is desirable to strengthen the support structure of the horizontal member.

特許文献1によれば、足場板に補強用方杖材を揺動自在に連結し、足場板を横架材の上に水平となるように搭載した後、前記補強用方杖材の下端部を支柱部材の下方位置に係止する技術が提案されている。 According to Patent Document 1, a reinforcing cane material is swingably connected to a scaffold plate, and the scaffold plate is mounted so as to be horizontal on a horizontal member, and then the lower end portion of the reinforcing cane material. There has been proposed a technique for locking the frame at a position below the support member.

しかしながら、本発明者の知見によれば、上記問題を解決するためには、横架材の支持構造を強化することが必要である。従って、特許文献1により提案された技術のように足場板を補強しても意味がない。特に、補強用方杖材は、足場板に揺動自在に設けられているので、取付後に剛体構造を形成することができない。 However, according to the knowledge of the present inventor, it is necessary to strengthen the support structure of the horizontal member in order to solve the above problem. Therefore, it does not make sense to reinforce the scaffolding plate as in the technique proposed by Patent Document 1. In particular, since the reinforcing cane material is swingably provided on the scaffold plate, a rigid body structure cannot be formed after attachment.

また、順次、下層作業床から上層作業床を構築する足場構築体においては、横架材も下層から上層へと順に取付けられるので、横架材の強化作業を下層側から行うことができるように構成する必要がある。この点に関して、特許文献1により提案された技術は、足場板に補強用方杖材を垂設しているので、上層と下層の両側から作業が必要となり、作業性が良くない。 In addition, in the scaffold structure that builds the upper work floor from the lower work floor in sequence, the horizontal members are also attached in order from the lower layer to the upper layer, so that the reinforcement work of the horizontal member can be performed from the lower layer side. Must be configured. In this regard, the technique proposed in Patent Document 1 has a reinforcing cane member suspended from the scaffolding plate, which requires work from both the upper layer and the lower layer, resulting in poor workability.

因みに、一般的に、仮設足場は、桁方向に隣り合う支柱部材の間を筋交い等の斜材により補強しているが、妻方向に対向する一対の支柱部材の間には、横架材の他に斜材のような補強材を有しないため、この部分を強化すべきニーズがあり、このようなニーズに応えることが望ましい。 In general, temporary scaffolds are reinforced with diagonal materials such as braces between strut members adjacent to each other in the girder direction, but between a pair of strut members facing the wife direction, Since there are no other reinforcing materials such as diagonal materials, there is a need to strengthen this part, and it is desirable to meet such needs.

本発明は、上記課題を解決した強化装置、即ち、横架材の支持構造を強化する装置を提供するものであり、本発明の強化装置は、支柱部材の間に架設構造とされた横架材を、両端の緊結部材の内側位置から支柱部材の下方位置に向けて支持させることにより、間隔が狭められた架設支持点を形成し、これにより横架材の曲げ強度を大幅に向上すると共に、横架材と支柱部材の間に剛体構造を形成するように構成されている。しかも、横架材を強化するための作業は、下層作業床から上層の横架材に対して容易に行うことができるように構成されている。 The present invention provides a strengthening device that solves the above-described problems, that is, a device that reinforces the support structure of the horizontal member, and the strengthening device of the present invention is a horizontal structure that is constructed between strut members. By supporting the material from the inside position of the binding members at both ends toward the lower position of the support member, a construction support point with a narrow interval is formed, thereby greatly improving the bending strength of the horizontal material. The rigid body structure is formed between the horizontal member and the support member. Moreover, the work for strengthening the horizontal member can be easily performed from the lower work floor to the upper horizontal member.

そこで、本発明が手段として構成したところは、妻方向に対向する一対の支柱部材を上方に向けて順次連結すると共に、前記一対の支柱部材の1組を桁方向に間隔をあけて配置し、前記一対の支柱部材に横架材を架設すると共に、該横架材に足場板を搭載することにより桁方向に延びる作業床を構成し、順次、下層作業床から上層作業床を構築する仮設足場において、前記横架材を下方から支持することにより強化する強化装置であり、前記強化装置は、前記横架材の長手方向の中途部位と、該横架材から下向きに延びる支柱部材の下方部位の間において、斜めに延びるブレース部材を備えると共に、該ブレース部材の上端部を横架材に固定する上部固定手段と、下端部を支柱部材に固定する下部固定手段を備えており、前記上部固定手段は、前記横架材の下側に位置する支持体と、横架材の下面を保持する下顎手段及び上面を保持する上顎手段を備え、前記下顎手段と上顎手段の一方により前記支持体に固定された固定顎部を構成すると共に、他方により横架材に対して進退自在な可動顎部を構成し、
前記横架材の軸線と平行するX軸方向に向けて前記支持体に設けられた挿入路と、ハンマーで殴打することにより前記挿入路内で前進移動したとき可動顎部に対して横架材に向かう圧接力を発生させると共に、後退移動したとき可動顎部を解放することにより上部固定手段を横架材から取外し可能とするロック片から成る楔手段を構成する緊締手段を設けており、前記緊締手段は、前記横架材の中心を通る垂線(V)の両側に位置する該横架材の一方側(F)と他方側(R)において、前記一方側(F)及び他方側(R)にそれぞれ臨む足場板と横架材の間の隙間(SF)(SR)に関して、該緊締手段を一方側(F)に偏位した状態で前記隙間(SF)に臨ませて設けており、1本の横架材に対して、相互に同一構成とした一対の強化装置を、鉛直線を対称軸として反転された姿勢でハ字状に配置することにより、一方の強化装置におけるロック片を含む緊締手段と、他方の強化装置におけるロック片を含む緊締手段を、相互に反対側の隙間(SF)(SR)に臨ませて配置して成る点にある。
Therefore, the present invention is configured as a means, sequentially connecting a pair of strut members facing in the wife direction facing upward, and arranging one pair of the pair of strut members at intervals in the girder direction, A temporary scaffold that constructs a work floor extending in the girder direction by installing a horizontal member on the pair of support members and mounting a scaffolding plate on the horizontal member, and sequentially constructing an upper work floor from a lower work floor The reinforcing device strengthens the horizontal member by supporting the horizontal member from below, and the reinforcing device includes an intermediate part in the longitudinal direction of the horizontal member and a lower part of the column member extending downward from the horizontal member. A brace member extending obliquely, and an upper fixing means for fixing the upper end portion of the brace member to the horizontal member and a lower fixing means for fixing the lower end portion to the support member, the upper fixing Means A support body positioned below the horizontal member; a lower jaw means for holding the lower surface of the horizontal member; and an upper jaw means for holding the upper surface; and fixed to the support body by one of the lower jaw means and the upper jaw means A fixed jaw is constructed, and the other is a movable jaw that is movable forward and backward with respect to the horizontal member.
An insertion path provided in the support body in the X-axis direction parallel to the axis of the horizontal member, and a horizontal member with respect to the movable jaw when moved forward in the insertion path by striking with a hammer A fastening means for forming a wedge means comprising a locking piece that generates a pressure contact force toward the top and that allows the upper fixing means to be removed from the horizontal member by releasing the movable jaw when retreated. The tightening means includes the one side (F) and the other side (R) on one side (F) and the other side (R) of the horizontal member located on both sides of the vertical line (V) passing through the center of the horizontal member. ) With respect to the gap (SF) (SR) between the scaffolding plate and the horizontal member facing each other), the fastening means is provided facing the gap (SF) in a state of being deviated to one side (F), A pair of strengthening devices having the same configuration with respect to one horizontal member in a posture reversed with the vertical line as the axis of symmetry. By arranging in a letter shape, the tightening means including the lock piece in one reinforcing device and the tightening means including the lock piece in the other strengthening device face the gap (SF) (SR) on the opposite side. It is in the point which arranges .

この際、前記一方側(F)の隙間(SF)に臨ませられた前記ロック片の被殴打部の延長線を支柱部材の側部空間に向けて配置することが好ましく、更に、前記ブレース部材は、上端部を横架材の中心に向かわせるように前記支持体に固着されていることが好ましい。 At this time, it is preferable to arrange an extension line of the hit portion of the lock piece facing the gap (SF) on the one side (F) toward the side space of the column member, and further, the brace member Is preferably fixed to the support so that its upper end faces the center of the horizontal member.

本発明の第1実施形態において、前記上部固定手段は、下顎手段により前記固定顎部を構成すると共に、上顎手段により前記可動顎部を構成し、横架材の前記他方側に臨んで上顎手段を下顎手段に回動自在に枢結する枢結手段を設け、上顎手段の回動を介して上下顎手段により横架材を上下から保持した状態で、前記緊締結手段により上顎手段を押下げることにより、上下顎手段により横架材を挟着するように構成されている。 In the first embodiment of the present invention, the upper fixing means comprises the fixed jaw part by the lower jaw means, the movable jaw part by the upper jaw means, and the upper jaw means facing the other side of the horizontal member. A pivoting means for pivotally pivoting the lower jaw means is provided, and the upper jaw means is pushed down by the tightening means while the horizontal member is held from above and below by the upper and lower jaw means through the rotation of the upper jaw means Thus, the horizontal member is sandwiched by the upper and lower jaw means.

この際、前記上部固定手段を押下げる緊締手段は、横架材の前記一方側に臨んで支持体に設けられたソケット手段と、上顎手段の自由端に設けられたプラグ手段と、前記ロック片により構成され、前記ソケット手段は、横架材の軸線と平行するX軸方向の挿入路と、該挿入路を横断する受入部を設け、前記プラグ手段は、前記受入部に嵌入自在な舌片部と、該舌片部を受入部に嵌入した状態で前記挿入路に臨む被押圧部を設けており、前記ロック片は、前記舌片部を受入部に嵌入した状態で該ロック片を挿入路内で前進移動したとき、前記被押圧部を押圧することにより、上顎手段を押下げて横架材の上面に圧接させるように構成されている。 At this time, the fastening means for pushing down the upper fixing means includes socket means provided on the support so as to face the one side of the horizontal member, plug means provided on a free end of the upper jaw means, and the lock piece. The socket means is provided with an insertion path in the X-axis direction parallel to the axis of the horizontal member, and a receiving section that crosses the insertion path, and the plug means is a tongue piece that can be fitted into the receiving section. And a pressed portion facing the insertion path in a state where the tongue piece portion is fitted in the receiving portion, and the lock piece is inserted in a state where the tongue piece portion is fitted in the receiving portion. When moving forward in the road, the upper jaw means is pressed down and pressed against the upper surface of the horizontal member by pressing the pressed portion.

本発明の第2実施形態において、前記上部固定手段は、上顎手段により前記固定顎部を構成すると共に、下顎手段により前記可動顎部を構成しており、前記可動顎部は、支持体に遊動自在に保持されると共に、横架材の下面に向かう方向に揺動自在とされた揺動部を設け、下顎手段の揺動部の揺動を介して上下顎手段により横架材を上下から保持した状態で、前記緊締手段により下顎手段を押上げることにより、上下顎手段により横架材を挟着するように構成されている。 In the second embodiment of the present invention, the upper fixing means constitutes the fixed jaw portion by the upper jaw means and the movable jaw portion by the lower jaw means, and the movable jaw portion is loosely moved by the support body. A swinging portion that is freely held and swingable in a direction toward the lower surface of the horizontal member is provided, and the horizontal member is vertically moved by the upper and lower jaw means through the swinging of the swinging portion of the lower jaw means. In this state, the lower jaw means is pushed up by the tightening means so that the horizontal member is clamped by the upper and lower jaw means.

この際、前記上部固定手段の緊締手段は、支持体に設けられたソケット手段と、前記下顎手段の揺動部と、前記ロック片により構成され、前記ソケット手段は、横架材の軸線と平行するX軸方向の挿入路と、該挿入路を横断する受入部を設け、前記下顎手段の揺動部は、前記受入部に揺動自在に挿入され、上面に圧接部を形成すると共に、下面に被押圧部を設けており、前記ロック片は、前記挿入路内で前進移動したとき、前記被押圧部を押圧することにより、下顎手段の圧接部を横架材の下面に圧接させるように構成されている。 At this time, the tightening means of the upper fixing means is constituted by socket means provided on a support, a swinging part of the lower jaw means, and the lock piece, and the socket means is parallel to the axis of the horizontal member. An insertion path in the X-axis direction and a receiving portion that crosses the insertion path are provided, and the swinging portion of the lower jaw means is swingably inserted into the receiving portion, forms a pressure contact portion on the upper surface, and has a lower surface. The lock piece is configured to press the pressed portion when the forward movement of the lock piece moves in the insertion path, thereby pressing the pressure contact portion of the lower jaw means to the lower surface of the horizontal member. It is configured.

本発明の第3実施形態において、上顎手段により構成された固定顎部と下顎手段により構成された可動顎部の間における挟持空間の側部に導入開口部を形成しており、前記可動顎部は、支持体に遊転自在に保持された枢支部から前記挟持空間に延びる作動片を設け、前記枢支部を介して前記作動片と前記揺動部を連動連結し、前記横架材が導入開口部から挟持空間に進入することにより前記作動片を押動したとき、該作動片の押動に連動して前記揺動部を上動させ、該揺動部を緊締手段により押上げ可能な待機姿勢とするように構成している。 In the third embodiment of the present invention, an introduction opening is formed in the side portion of the clamping space between the fixed jaw portion constituted by the upper jaw means and the movable jaw portion constituted by the lower jaw means, and the movable jaw portion Is provided with an operating piece extending from the pivotally supported portion supported by the support body to the holding space, and interlockingly connecting the operating piece and the swinging portion via the pivotally supported portion. When the operating piece is pushed by entering the clamping space from the opening, the rocking portion can be moved up in conjunction with the pushing of the working piece, and the rocking portion can be pushed up by the tightening means. It is configured to have a standby posture.

従来、仮設足場は、桁方向に隣り合う支柱部材の間を筋交い等の斜材により補強している反面、妻方向に対向する一対の支柱部材の間には、横架材の他に斜材のような補強材を有していないが、本発明によれば、妻方向に関して、強化装置6により、横架材4と支柱部材1a、1bを剛体化できるので、仮設足場の全体強度を大幅に向上することが可能となる。 Conventionally, temporary scaffolds have been reinforced with diagonal members such as braces between strut members adjacent in the spar direction, but between the pair of strut members facing in the wife direction, diagonal members in addition to horizontal members. However, according to the present invention, since the horizontal member 4 and the support members 1a and 1b can be rigidized by the reinforcing device 6 in the wife direction, the overall strength of the temporary scaffolding is greatly increased. Can be improved.

この際、本発明の強化装置6によれば、横架材4は、上部固定手段8から下向き斜めに延びるブレース部材7により、支柱部材1a、1bの下方位置に支持される。従って、横架材4の架設構造は、支柱部材1a、1bに架設された両端の緊結手段4a、4aを架設支持点とする支持スパン(支柱部材1a、1bの間隔と等しい)に加えて、強化装置6、6を架設支持点とする支持スパン(図3に示す間隔L2とほぼ等しい)を形成し、支持スパンが狭められた架設支持点を提供するので、横架材4の曲げ強度を大幅に向上することができる。しかも、各強化装置6は、上述のようにガタツキなく緊締されるので、横架材4と支柱部材1a、1bの間に剛体構造を形成し、強風等による足場構築体の揺れを阻止する。そして、強化装置6の取付け作業は、全て、下層作業床から行うことが可能であるから、作業効率が良く、取付後においても、下層作業床上の作業空間Sを不必要に狭めることがなく、該作業空間Sを往来する作業者の頭部の空間を確保できる。
特に本発明によれば、1本の横架材4に対して、相互に同一構成とした一対の強化装置6、6を、鉛直線を対称軸として反転された姿勢でハ字状に配置することにより、一方の強化装置6Aにおけるロック片15aを含む緊締手段16と、他方の強化装置6Bにおけるロック片15aを含む緊締手段16が横架材4の中心を通る垂線Vに対して相互に反対側に偏位させられ、相互に反対側の隙間SF、SRに臨んだ状態で配置されているので、両強化装置6A、6Bの間でハンマーを往復動させることによりロック片15aを殴打する際、両強化装置の間隔L2がハンマーの殴打ストロークを十分に確保できない場合でも、一方のロック片15aを殴打するために振り上げたハンマーが他方のロック片に干渉することはなく、好適にハンマーを使用することができるという効果がある
この際、前記一方側Fに臨む隙間SFに臨ませられたロック片15aの被殴打部は、該被殴打部の延長線を支柱部材1の側部空間に向けて配置するので、強化装置6と支柱部材1の間でハンマーを往復動させることによりロック片15aを殴打する際、該強化装置6と支柱部材1の間隔L1がハンマーの殴打ストロークを十分に確保できない場合でも、振り上げたハンマーが支柱部材1に干渉することはなく、好適にハンマーを使用することができるという効果がある
At this time, according to the reinforcing device 6 of the present invention, the horizontal member 4 is supported at the lower position of the support members 1a and 1b by the brace member 7 extending obliquely downward from the upper fixing means 8. Therefore, in addition to the support span (equal to the interval between the strut members 1a and 1b), the construction structure of the horizontal member 4 has the fastening means 4a and 4a at both ends installed on the strut members 1a and 1b as construction support points. A support span (substantially equal to the distance L2 shown in FIG. 3) is formed by using the reinforcing devices 6 and 6 as a construction support point, and a construction support point with a narrow support span is provided, so that the bending strength of the horizontal member 4 is increased. It can be greatly improved. In addition, since each reinforcing device 6 is tightened without rattling as described above, a rigid structure is formed between the horizontal member 4 and the support members 1a and 1b to prevent the scaffold structure from shaking due to strong winds or the like. And since it is possible to perform all the attachment work of the reinforcement | strengthening apparatus 6 from a lower layer work floor, work efficiency is good, and it does not unnecessarily narrow the work space S on a lower layer work floor, It is possible to secure a space for the head of the worker who travels through the work space S.
In particular, according to the present invention, a pair of strengthening devices 6 and 6 having the same configuration are arranged in a cross-shaped manner with a vertical line as an axis of symmetry with respect to one horizontal member 4. Accordingly, the tightening means 16 including the lock piece 15a in one reinforcing device 6A and the tightening means 16 including the lock piece 15a in the other reinforcing device 6B are opposite to each other with respect to the perpendicular V passing through the center of the horizontal member 4. When the lock piece 15a is beaten by reciprocating the hammer between the reinforcing devices 6A and 6B. Even if the distance L2 between the two reinforcing devices cannot sufficiently secure the hammer striking stroke, the hammer swung up to strike one lock piece 15a does not interfere with the other lock piece, and the hammer is preferably used. There is an effect that can be used.
At this time, the striking portion of the lock piece 15a facing the gap SF facing the one side F is arranged with the extension line of the striking portion facing the side space of the column member 1, so that the reinforcing device 6 When striking the lock piece 15a by reciprocating the hammer between the strut member 1 and the strut member 1, even if the interval L1 between the reinforcing device 6 and the strut member 1 cannot sufficiently secure the striking stroke of the hammer, There is an effect that the hammer can be used suitably without interfering with the support member 1 .

本発明の第1実施形態により強化された横架材を備える仮設足場の1例を示す側面図である。It is a side view which shows one example of the temporary scaffold provided with the horizontal member reinforced by 1st Embodiment of this invention. 仮設足場の横架材に足場板を搭載する方法を例示する側面図である。It is a side view which illustrates the method of mounting a scaffold board on the horizontal member of a temporary scaffold. 本発明の第1実施形態により横架材を強化した状態を示す側面図である。It is a side view which shows the state which strengthened the horizontal member by 1st Embodiment of this invention. 第1実施形態の上部固定手段を示しており、(A)は正面図、(B)は側面図である。The upper fixing means of 1st Embodiment is shown, (A) is a front view, (B) is a side view. 第1実施形態の下部固定手段を示す斜視図である。It is a perspective view which shows the lower fixing means of 1st Embodiment. 第1実施形態の上部固定手段を示しており、(A)は下部固定手段から上部固定手段を離反させた状態を示す斜視図、(B)は挿通路と受入部を形成するソケット手段を示す斜視図である。The upper fixing means of 1st Embodiment is shown, (A) is a perspective view which shows the state which separated the upper fixing means from the lower fixing means, (B) shows the socket means which forms an insertion path and a receiving part. It is a perspective view. 第1実施形態の上部固定手段を横架材に固定する方法を示す正面図である。It is a front view which shows the method of fixing the upper fixing means of 1st Embodiment to a horizontal member. 第2実施形態の上部固定手段を示しており、(A)は正面図、(B)は側面図である。The upper fixing means of 2nd Embodiment is shown, (A) is a front view, (B) is a side view. 第2実施形態の上部固定手段を示しており、(A)は一側方向から示す斜視図、(B)は他側方向から示す斜視図、(C)は可動顎部を下降させた状態を示す断面図、(D)は可動顎部を押上げた状態を示す断面図である。The upper fixing means of 2nd Embodiment is shown, (A) is the perspective view shown from one side direction, (B) is the perspective view shown from the other side direction, (C) is the state which lowered | hung the movable jaw part. Sectional drawing shown, (D) is a sectional view showing a state in which the movable jaw is pushed up. 第2実施形態の上部固定手段を横架材に固定する方法を示しており、(A)は固定顎部を横架材に臨ませた状態を示す断面図、(B)は上部固定手段を横架材に固定した状態を示す断面図である。The method to fix the upper fixing means of 2nd Embodiment to a horizontal member is shown, (A) is sectional drawing which shows the state which faced the fixing jaw part to the horizontal member, (B) is an upper fixing means. It is sectional drawing which shows the state fixed to the horizontal member. 第3実施形態の上部固定手段を示す斜視図である。It is a perspective view which shows the upper fixing means of 3rd Embodiment. 第3実施形態の上部固定手段を示しており、(A)は正面図、(B)は側面図である。The upper fixing means of 3rd Embodiment is shown, (A) is a front view, (B) is a side view. 第3実施形態の上部固定手段を横架材に固定する方法を示しており、(A)は導入開口部を横架材に臨ませた状態を示す断面図、(B)は横架材により作動片を押動することにより揺動部を待機姿勢に向けて上動する作用を示す断面図、(C)は緊締手段により下顎手段の圧接部を横架材の下面に圧接した状態を示す断面図である。The method of fixing the upper fixing means of 3rd Embodiment to the horizontal member is shown, (A) is sectional drawing which shows the state which made the introduction opening part face the horizontal member, (B) is horizontal member. Sectional drawing which shows the effect | action which raises a rocking | swiveling part toward a stand-by posture by pushing an action piece, (C) shows the state which press-contacted the lower jaw means to the lower surface of the horizontal member by the fastening means. It is sectional drawing.

以下図面に基づいて本発明の好ましい実施形態を詳述する。 Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the drawings.

図1は、フランジ付き楔緊結式の仮設足場を構成する足場構築体を例示しており、各支柱部材1は、上下に所定間隔をあけてフランジ2を固設し、上下方向に支柱部材を連結可能とする差込み式の連結手段3を設けている。足場構築体は、建造物等の外壁Wに対する遠近方向を「妻方向」とし、外壁Wに沿う横方向を「桁方向」として、妻方向に対向する一対の支柱部材1a、1bを上方に向けて順次連結すると共に、図示省略しているが、前記一対の支柱部材1a、1bの1組を桁方向に間隔をあけて配置し、前記一対の支柱部材1a、1bに横架材4を架設すると共に、該横架材4に足場板5を搭載することにより桁方向に延びる作業床を構成し、順次、下層作業床から上層作業床を構築される。 FIG. 1 exemplifies a scaffold construction body constituting a wedge-tightened temporary scaffold with a flange. Each column member 1 is fixedly provided with a flange 2 at a predetermined interval in the vertical direction, and the column members are arranged in the vertical direction. A plug-in type connecting means 3 that can be connected is provided. The scaffold structure has a pair of strut members 1a and 1b facing the wife direction facing upward, with the perspective direction with respect to the outer wall W of the building or the like as “wife direction” and the lateral direction along the outer wall W as “girder direction”. Although not shown in the figure, one pair of the pair of support members 1a and 1b is arranged at intervals in the spar direction, and a horizontal member 4 is installed on the pair of support members 1a and 1b. At the same time, by installing the scaffolding plate 5 on the horizontal member 4, a work floor extending in the girder direction is formed, and an upper work floor is sequentially constructed from the lower work floor.

横架材4は、両端に楔緊結式の緊結手段4a、4aを備え、各緊結手段4aをそれぞれ支柱部材1a、1bのフランジ2に楔片を打ち込むことにより固着される。尚、支柱部材1a、1bに対する横架材4の架設方法は、図例のようなフランジ付き楔緊結式に限定されるものではなく、その他の形式であっても良い。 The horizontal member 4 is provided with wedge-tightening means 4a, 4a at both ends, and each of the fastening means 4a is fixed by driving a wedge piece into the flange 2 of the support members 1a, 1b. In addition, the construction method of the horizontal member 4 with respect to the support | pillar members 1a and 1b is not limited to the wedge-tightening type with a flange like the example of a figure, Other forms may be sufficient.

足場板5は、図2に示すように、桁方向の両端縁に妻方向に間隔をあけて施錠ロック手段付きのフック5aを設けており、フック5aを横架材4に係止することにより搭載され、図示省略しているが、桁方向に列設された足場板5により作業床を形成する。桁方向に隣り合う足場板5、5は、対向するフック5a、5aを同一の横架材4に係止することにより、桁方向に連設される。 As shown in FIG. 2, the scaffold plate 5 is provided with hooks 5 a with locking lock means at intervals in the wife direction at both ends of the girder direction, and by locking the hooks 5 a to the horizontal member 4. Although not shown in the figure, a work floor is formed by the scaffolding plates 5 arranged in the girder direction. The scaffold plates 5, 5 adjacent in the spar direction are connected in the spar direction by locking the opposing hooks 5 a, 5 a to the same horizontal member 4.

(第1実施形態)
図1並びに図3ないし図7は、本発明の第1実施形態に係る強化装置6を示しており、該強化装置6は、横架材4を下方から支持することにより強化する。
(First embodiment)
1 and 3 to 7 show a reinforcing device 6 according to the first embodiment of the present invention, and the reinforcing device 6 reinforces the horizontal member 4 by supporting it from below.

図1に示すように、1本の横架材4に対して、左右一対の強化装置6、6がハ字状に配置される。これにより、該横架材4の下方に位置する下層作業床上の作業空間Sを不必要に狭めることがなく、該作業空間Sを往来する作業者の頭部の空間を確保できる。 As shown in FIG. 1, a pair of left and right reinforcing devices 6, 6 are arranged in a C shape with respect to one horizontal member 4. Thereby, the work space S on the lower work floor located below the horizontal member 4 is not unnecessarily narrowed, and the head space of the worker who travels through the work space S can be secured.

一対の強化装置6、6は、相互に同一構成とされ、図1に示すように、鉛直軸を対称軸として反転された姿勢で配置される。 A pair of reinforcement | strengthening apparatuses 6 and 6 are mutually the same structure, and as shown in FIG. 1, they are arrange | positioned with the attitude | position reversed by making a perpendicular axis into a symmetrical axis.

そこで、強化装置6は、横架材4の軸長手方向の中途部位と、該横架材4から下向きに延びる支柱部材1の下方部位の間において、斜めに延びるブレース部材7を備えると共に、該ブレース部材7の上端部を横架材4に固定する上部固定手段8と、下端部を支柱部材1に固定する下部固定手段9を備えている。 Therefore, the reinforcing device 6 includes a brace member 7 that extends obliquely between a midway portion in the axial longitudinal direction of the horizontal member 4 and a lower portion of the column member 1 that extends downward from the horizontal member 4, and An upper fixing means 8 for fixing the upper end portion of the brace member 7 to the horizontal member 4 and a lower fixing means 9 for fixing the lower end portion to the support member 1 are provided.

(上部固定手段の構成)
図4及び図6に示すように、上部固定手段8は、横架材4の下側に位置する支持体10と、横架材4の下面を保持する下顎手段11及び上面を保持する上顎手段12を備え、前記下顎手段11により前記支持体10に固定された固定顎部13aを構成し、前記上顎手段12により横架材4に対して進退自在な可動顎部14aを構成しており、前記可動顎部14aと支持体10の間に挿入することにより可動顎部14aを横架材4に対して圧接するロック片15aを備えた緊締手段16を設けている。
(Configuration of upper fixing means)
As shown in FIGS. 4 and 6, the upper fixing means 8 includes a support body 10 located below the horizontal member 4, a lower jaw means 11 for holding the lower surface of the horizontal member 4, and an upper jaw means for holding the upper surface. 12, a fixed jaw portion 13 a fixed to the support 10 by the lower jaw means 11, and a movable jaw portion 14 a movable forward and backward with respect to the horizontal member 4 by the upper jaw means 12. Tightening means 16 having a locking piece 15 a that presses the movable jaw 14 a against the horizontal member 4 by being inserted between the movable jaw 14 a and the support 10 is provided.

前記支持体10の下面には、下向きU形のブラケット17が固設され、前記ブレース部材7の上端部を横架材4の中心に向かわせるように配置した状態で、該ブレース部材の上端部を前記ブラケット17に対して溶接等により固着している。 A downward U-shaped bracket 17 is fixed to the lower surface of the support 10, and the upper end of the brace member is arranged in such a manner that the upper end of the brace member 7 faces the center of the horizontal member 4. Is fixed to the bracket 17 by welding or the like.

強化装置6は、図4(A)に示すように、横架材4の中心を通る垂線Vの両側に位置する該横架材の一方側Fと他方側Rに関して、前記緊締手段16を含む支持体10を一方側Fに臨むように偏位して設け、他方側Rに臨むように偏位して上顎手段12を下顎手段11に回動自在に枢結するボルト・ナット等から成る枢結手段18を設けており、上顎手段12の回動を介して上下顎手段12、11により横架材4を上下から保持した状態で、前記緊結手段16aにより上顎手段12を押下げることにより、横架材4を挟着するように構成している。 As shown in FIG. 4A, the reinforcing device 6 includes the tightening means 16 with respect to one side F and the other side R of the horizontal member located on both sides of the vertical line V passing through the center of the horizontal member 4. The support 10 is displaced so as to face one side F, and is deviated so as to face the other side R so that the upper jaw means 12 is pivotally connected to the lower jaw means 11 so as to pivot. A binding means 18 is provided, and the upper jaw means 12 is pushed down by the fastening means 16a while the horizontal member 4 is held from above and below by the upper and lower jaw means 12 and 11 through the rotation of the upper jaw means 12, It is comprised so that the horizontal member 4 may be clamped.

前記緊締手段16は、図6に示すように、支持体10に設けたソケット手段19aと、上顎手段12の自由端に設けられたプラグ手段20と、前記ロック片15aにより構成されている。 As shown in FIG. 6, the tightening means 16 includes a socket means 19a provided on the support 10, a plug means 20 provided at a free end of the upper jaw means 12, and the lock piece 15a.

前記ソケット手段19aは、図6(B)に示すように、断面U形の部材により構成され、横架材4の軸線と平行するX軸方向の挿入路21aと、該挿入路21aを横断する受入部22aを形成しており、支持体10の内部に固着される。尚、挿入路21aの両端は、支持体10の両側壁を貫通する窓孔により開口部23a、23aを形成する。 As shown in FIG. 6B, the socket means 19a is configured by a member having a U-shaped cross section, and crosses the insertion path 21a in the X-axis direction parallel to the axis of the horizontal member 4 and the insertion path 21a. A receiving portion 22 a is formed and is fixed inside the support 10. In addition, both ends of the insertion path 21a form openings 23a and 23a by window holes penetrating both side walls of the support 10.

前記プラグ手段20は、前記受入部22aに嵌入自在な舌片部24と、該舌片部24を受入部22aに嵌入した状態で、前記挿入路21aに臨む位置に形成した孔の縁部に被押圧部25aを設けている。 The plug means 20 includes a tongue piece portion 24 that can be fitted into the receiving portion 22a, and an edge portion of a hole formed at a position facing the insertion path 21a in a state where the tongue piece portion 24 is fitted into the receiving portion 22a. A pressed portion 25a is provided.

前記ロック片15aは、基端部から先端部に向けて次第に上下幅を減じるテーパ縁を備えた楔部材から成り、前記舌片部24を受入部22aに嵌入した状態で、該ロック片15aを挿入路21aの内部で矢印X1(図4(B)参照)で示す前進方向に移動したとき、該ロック片15aより前記被押圧部25aを押圧することにより、上顎手段12を押下げて横架材の上面に圧接させる楔手段26aを構成する。 The lock piece 15a is formed of a wedge member having a tapered edge that gradually decreases in the vertical width from the base end portion toward the tip end portion, and the lock piece 15a is inserted into the receiving portion 22a in a state where the tongue piece portion 24 is fitted into the receiving portion 22a. When moving in the forward direction indicated by an arrow X1 (see FIG. 4B) inside the insertion path 21a, the upper jaw means 12 is pushed down by pressing the pressed portion 25a from the lock piece 15a, and is horizontally mounted. The wedge means 26a is configured to press against the upper surface of the material.

(下部固定手段の構成)
図5に示すように、下部固定手段9は、ブレース部材7の下端部に溶接等で固着されたブラケット27から水平方向に延びる上下一対の水平な板部28、28と、上下の板部28、28に開設された孔29に摺動自在に挿入される楔部材30により構成されている。
(Configuration of lower fixing means)
As shown in FIG. 5, the lower fixing means 9 includes a pair of upper and lower horizontal plate portions 28, 28 extending in a horizontal direction from a bracket 27 fixed to the lower end portion of the brace member 7 by welding or the like, and an upper and lower plate portion 28. , 28 is formed by a wedge member 30 slidably inserted into a hole 29 formed in the hole 28.

図例のフランジ付き楔緊結式の仮設足場を構成する支柱部材1には、所定位置にフランジ2が設けられているので、前記上下の板部28、28の間にフランジ2を挿入した状態で、該フランジ2の楔孔2aに楔部材30を打ち込み移動すると、下部固定手段9とフランジ2が相互にガタツキなく堅固に固着される。反対に、下部固定手段9をフランジ2から取外すときは、楔部材30を反対方向に移動して楔孔2aから脱すれば良い。 Since the flange 2 is provided at a predetermined position in the column member 1 constituting the wedge-tightened temporary scaffold with a flange in the illustrated example, the flange 2 is inserted between the upper and lower plate portions 28 and 28. When the wedge member 30 is driven and moved into the wedge hole 2a of the flange 2, the lower fixing means 9 and the flange 2 are firmly fixed to each other without rattling. On the contrary, when the lower fixing means 9 is removed from the flange 2, the wedge member 30 may be moved in the opposite direction and removed from the wedge hole 2a.

尚、本発明の強化装置6は、フランジ付き楔緊結式が採用されていない足場構築体であっても、横架材4を強化するために使用可能であり、その場合、支柱部材1にはフランジ2が設けられていないので、下部固定手段9は、別の構成とすれば良い。例えば、一対の開閉自在な顎部材をボルト・ナットで挟着する公知のクランプ金具をブレース部材7の下端部に固着する等、種々の構成を任意に採用することが可能である。 The reinforcing device 6 of the present invention can be used to reinforce the horizontal member 4 even if it is a scaffold construction that does not employ the flanged wedge-tightening type. Since the flange 2 is not provided, the lower fixing means 9 may have another configuration. For example, various configurations such as fixing a known clamp fitting that clamps a pair of freely openable / closable jaw members with bolts and nuts to the lower end portion of the brace member 7 can be arbitrarily adopted.

(第1実施形態の作用)
強化装置6の取付け及び取外し作業は、全て、強化すべき横架材4の直下の下層作業床から行うことが可能である。先ず、図6及び図7に示すように、上部固定手段8の可動顎部14aを開放し、該可動顎部14aを横架材4の上側に位置させ、固定顎部13aを横架材4の下側に位置させることにより、支持体10を前記一方側Fに配置する。この際、上顎手段12を構成する可動顎部14aは、円弧状に延びる細長い板状のアームにより形成されているので、他方側Rの足場板5と横架材4の間の隙間SRに対して可動顎部14aを下方から容易に通過させることができる。この状態で、上部固定手段8を横架材4の軸方向に移動させながら、ブレース部材7の下端部の下部固定手段9が支柱部材1の所定個所に臨むように位置決めし、該下部固定手段9を支柱部材1の所定位置に固定する。図例の場合、下部固定手段9は、楔部材30によりフランジ2に緊結される。
(Operation of the first embodiment)
All of the attaching and removing operations of the reinforcing device 6 can be performed from the lower working floor directly below the horizontal member 4 to be strengthened. First, as shown in FIGS. 6 and 7, the movable jaw portion 14 a of the upper fixing means 8 is opened, the movable jaw portion 14 a is positioned on the upper side of the horizontal member 4, and the fixed jaw portion 13 a is placed on the horizontal member 4. The support 10 is arranged on the one side F by being positioned on the lower side. At this time, the movable jaw portion 14a constituting the upper jaw means 12 is formed by an elongated plate-like arm extending in an arc shape, so that the gap SR between the scaffolding plate 5 on the other side R and the horizontal member 4 is reduced. Thus, the movable jaw portion 14a can be easily passed from below. In this state, while the upper fixing means 8 is moved in the axial direction of the horizontal member 4, the lower fixing means 9 at the lower end of the brace member 7 is positioned so as to face a predetermined portion of the column member 1, and the lower fixing means 9 is fixed to a predetermined position of the column member 1. In the case of the illustrated example, the lower fixing means 9 is fastened to the flange 2 by a wedge member 30.

この状態から、上部固定手段8の上顎手段12を構成する可動顎部14aを下向きに回動させ、プラグ手段20を支持体10のソケット手段19aに嵌入する。この際、上顎手段12は、円弧状に延びる細長い板状のアームにより形成されているので、一方側Fの足場板5と横架材4の間の隙間SFに対して、可動顎部14aが上方から容易に通過させられる。これにより、舌片部24が受入部22aに嵌入し、被押圧部25aを備えた孔が挿通路21aと連通するので、楔手段26aを構成するロック片15aを被押圧部25aに交差させ、基端側からハンマー等により矢印X1(図4(B)参照)で示す前進方向に打ち込むと、該ロック片15aにより上顎手段12を横架材4に向かわせる圧接力が発生し、上顎手段12を押下げることにより、上下顎手段12、11により横架材4をガタツキなく挟着する。 From this state, the movable jaw portion 14a constituting the upper jaw means 12 of the upper fixing means 8 is rotated downward, and the plug means 20 is fitted into the socket means 19a of the support 10. At this time, since the upper jaw means 12 is formed by an elongated plate-like arm extending in an arc shape, the movable jaw portion 14a is formed with respect to the gap SF between the scaffolding plate 5 and the horizontal member 4 on one side F. It can be easily passed from above. Thereby, the tongue piece portion 24 is fitted into the receiving portion 22a, and the hole provided with the pressed portion 25a communicates with the insertion passage 21a, so that the lock piece 15a constituting the wedge means 26a intersects the pressed portion 25a, When driven in the forward direction indicated by arrow X1 (see FIG. 4B) with a hammer or the like from the base end side, a pressure contact force that causes the upper jaw means 12 to face the horizontal member 4 is generated by the lock piece 15a. By pushing down, the horizontal member 4 is clamped by the upper and lower jaw means 12 and 11 without rattling.

上述のように、1本の横架材4に対して、左右一対の強化装置6、6がハ字状に配置され、同一構成とされた一対の強化装置6、6が鉛直軸を対称軸として反転された姿勢で配置され、それぞれにより横架材4を支柱部材1a、1bに支持させる。何れの強化装置6においても、図4(A)に示すように、ロック片15aが横架材4の中心を通る垂線Vから偏位し、好ましくは、該ロック片15aを垂線Vに対して傾斜させることにより、ロック片15aの被殴打部(図7に示す支柱部材1の投影外に位置する部分)を前記隙間SFに臨ませ、該被殴打部の延長線が支柱部材1の側部空間に向かうように構成されている。従って、図3に示すように、上部固定手段8と支柱部材1の間の間隔L1がハンマーの殴打ストロークを十分に確保できない場合でも、振り上げたハンマーが支柱部材1に干渉しないので、ハンマーでロック片15aを打ち込むことが可能である。 As described above, a pair of left and right reinforcing devices 6, 6 are arranged in a C shape with respect to one horizontal member 4, and the pair of reinforcing devices 6, 6 having the same configuration are symmetrical about the vertical axis. The horizontal member 4 is supported by the column members 1a and 1b. In any strengthening device 6, as shown in FIG. 4A, the lock piece 15 a is displaced from the vertical line V passing through the center of the horizontal member 4, and preferably the lock piece 15 a is moved with respect to the vertical line V. By tilting, the striking portion of the lock piece 15a (the portion located outside the projection of the column member 1 shown in FIG. 7) faces the gap SF, and the extension line of the striking portion is the side portion of the column member 1 It is configured to go to space. Therefore, as shown in FIG. 3, even if the distance L1 between the upper fixing means 8 and the strut member 1 cannot sufficiently secure the hammer striking stroke, the hammer that has been swung up does not interfere with the strut member 1, so it is locked with the hammer. It is possible to drive the piece 15a.

また、仮設足場の解体に際し、上部固定手段8を横架材4から取外すため、ロック片15aの先端側を矢印X2(図4(B)参照)で示す後退方向にハンマーで殴打し、被押圧部25aから脱出させる場合においても、一方の強化装置6(図3に符号6Aで示す)におけるロック片15aを含む緊締手段16と、他方の強化装置6(図3に符号6Bで示す)におけるロック片15aを含む緊締手段16は、前記垂線Vを挟んで相互に反対側に偏位して配置されている。従って、一対の強化装置6A、6Bの間隔L2がハンマーの殴打ストロークを十分に確保できない場合でも、振り上げたハンマーが反対側の強化装置6に干渉しないので、ハンマーによりロック片15aの先端側を殴打することが可能である。 Further, when the temporary scaffold is disassembled, the top fixing means 8 is removed from the horizontal member 4, so that the distal end side of the lock piece 15a is hit with a hammer in the backward direction indicated by the arrow X2 (see FIG. 4B) and pressed. Even in the case of escaping from the portion 25a, the fastening means 16 including the lock piece 15a in one reinforcing device 6 (indicated by reference numeral 6A in FIG. 3) and the lock in the other reinforcing device 6 (indicated by reference numeral 6B in FIG. 3). The fastening means 16 including the piece 15a is disposed so as to be deviated on the opposite sides with respect to the perpendicular line V. Therefore, even if the distance L2 between the pair of reinforcing devices 6A and 6B cannot sufficiently secure the hammer striking stroke, the swung up hammer does not interfere with the reinforcing device 6 on the opposite side, so that the tip side of the lock piece 15a is hit with the hammer. Is possible.

尚、被押圧部25aから脱出させたロック片15aは、前記矢印X2方向で示す後退方向の開口部23aから脱落しないように、先端部の側部に抜止め突部15pを設けるのが好ましい。 In addition, it is preferable to provide the retaining projection 15p on the side of the tip so that the lock piece 15a that has escaped from the pressed portion 25a does not fall off from the opening 23a in the backward direction indicated by the arrow X2.

一対の強化装置6、6を取付けた状態で、横架材4は、上部固定手段8から下向き斜めに延びるブレース部材7により、支柱部材1a、1bの下方位置に支持される。従って、横架材4の架設構造は、支柱部材1a、1bに架設された両端の緊結手段4a、4aを架設支持点とする支持スパン(支柱部材1a、1bの間隔と等しい)に加えて、強化装置6、6を架設支持点とする支持スパン(図3に示す間隔L2とほぼ等しい)を形成し、支持スパンが狭められた架設支持点を提供するので、横架材4の曲げ強度を大幅に向上することができる。しかも、各強化装置6は、上述のようにガタツキなく緊締されているので、横架材4と支柱部材1a、1bの間に剛体構造を形成し、強風等による足場構築体の揺れを阻止する。そして、強化装置6の取付け作業は、全て、下層作業床から行うことが可能であるから、作業効率が良く、取付後においても、下層作業床上の作業空間Sを不必要に狭めることがなく、該作業空間Sを往来する作業者の頭部の空間を確保できる。 With the pair of reinforcing devices 6 and 6 attached, the horizontal member 4 is supported at a position below the support members 1a and 1b by a brace member 7 extending obliquely downward from the upper fixing means 8. Therefore, in addition to the support span (equal to the interval between the strut members 1a and 1b), the construction structure of the horizontal member 4 has the fastening means 4a and 4a at both ends installed on the strut members 1a and 1b as construction support points. A support span (substantially equal to the distance L2 shown in FIG. 3) is formed by using the reinforcing devices 6 and 6 as a construction support point, and a construction support point with a narrow support span is provided, so that the bending strength of the horizontal member 4 is increased. It can be greatly improved. In addition, since each reinforcing device 6 is tightened without rattling as described above, a rigid body structure is formed between the horizontal member 4 and the support members 1a and 1b to prevent the scaffold structure from shaking due to strong winds or the like. . And since it is possible to perform all the attachment work of the reinforcement | strengthening apparatus 6 from a lower layer work floor, work efficiency is good, and it does not unnecessarily narrow the work space S on a lower layer work floor, It is possible to secure a space for the head of the worker who travels through the work space S.

(第2実施形態)
図8ないし図10は、本発明の第2実施形態に係る強化装置6を示している。1本の横架材4に対し同一構成とされた一対の強化装置6、6がハ字状に配置され、強化装置6は、斜めに延びるブレース部材7を備え、該ブレース部材7の上端部を横架材4に固定する上部固定手段8と、下端部を支柱部材1に固定する下部固定手段9を備えており、この点は上述した第1実施形態と同様である。尚、第2実施形態において、下部固定手段9は図示省略している。
(Second Embodiment)
8 to 10 show the strengthening device 6 according to the second embodiment of the present invention. A pair of reinforcing devices 6, 6 having the same configuration with respect to one horizontal member 4 are arranged in a letter C shape, and the reinforcing device 6 includes a brace member 7 extending obliquely, and an upper end portion of the brace member 7. Is provided with an upper fixing means 8 for fixing the frame member 4 to the horizontal member 4 and a lower fixing means 9 for fixing the lower end portion to the column member 1, which is the same as in the first embodiment. In the second embodiment, the lower fixing means 9 is not shown.

(上部固定手段の構成)
上記第1実施形態に対して、第2実施形態に係る強化装置6は、上部固定手段8における下顎手段11及び上顎手段12と、支持体10及び緊締手段16に関する技術的構成が相違する他は上記第1実施形態と同様であるから、以下、相違点について説明する。
(Configuration of upper fixing means)
The reinforcing device 6 according to the second embodiment is different from the first embodiment except that the technical configuration regarding the lower jaw means 11 and the upper jaw means 12 in the upper fixing means 8 and the support 10 and the fastening means 16 is different. Since it is the same as that of the said 1st Embodiment, hereafter, a different point is demonstrated.

第2実施形態において、上部固定手段8は、横架材4の下側に位置する支持体10と、横架材4の下面を保持する下顎手段11及び上面を保持する上顎手段12を備え、上顎手段12により固定顎部13bを構成すると共に、下顎手段11により可動顎部14bを構成している。 In the second embodiment, the upper fixing means 8 includes a support 10 positioned below the horizontal member 4, a lower jaw means 11 that holds the lower surface of the horizontal member 4, and an upper jaw means 12 that holds the upper surface. The upper jaw means 12 constitutes a fixed jaw portion 13b, and the lower jaw means 11 constitutes a movable jaw portion 14b.

上顎手段12により構成された固定顎部13bは、支持体10から上向きに延設され、横架材4の上面に沿う円弧状のフックを形成し、好ましくは、フックの内側面に凹凸状の歯31を備えている。 The fixed jaw portion 13b constituted by the upper jaw means 12 extends upward from the support body 10 and forms an arc-shaped hook along the upper surface of the horizontal member 4. Preferably, the inner surface of the hook is uneven. Teeth 31 are provided.

下顎手段11により構成された可動顎部14bは、支持体10に遊動自在に保持されると共に、横架材4の下面に向かう方向に揺動自在とされた揺動部32と、支持体10に保持される保持部33を備えており、揺動部32には、横架材4の下面に沿う円弧面が形成されている。 The movable jaw portion 14b formed by the lower jaw means 11 is supported by the support body 10 so as to be freely movable, and the swinging portion 32 swingable in the direction toward the lower surface of the horizontal member 4 and the support body 10. The swinging portion 32 is formed with an arc surface along the lower surface of the horizontal member 4.

これにより、第2実施形態の場合、下顎手段11の揺動部32の揺動を介して上下顎手段12、13により横架材4を上下から保持した状態で、緊締手段16により下顎手段11を押上げることにより、上下顎手段12、11により横架材4を挟着するように構成されている。 Accordingly, in the case of the second embodiment, the lower jaw means 11 is tightened by the tightening means 16 while the horizontal member 4 is held from above and below by the upper and lower jaw means 12 and 13 through the swing of the swinging portion 32 of the lower jaw means 11. By pushing up, the horizontal member 4 is sandwiched between the upper and lower jaw means 12 and 11.

前記支持体10には、下顎手段11の前記揺動部32を上下方向に揺動自在に嵌入する溝状の受入部22bと前記保持部33を遊動自在に保持する保持孔34を備えたソケット手段19bと、前記受入部22bに嵌入された揺動部32を押上げるロック片15bが設けられており、これにより緊締手段16を構成している。 The support 10 includes a socket having a groove-shaped receiving portion 22b for fitting the swinging portion 32 of the lower jaw means 11 so as to swing up and down and a holding hole 34 for holding the holding portion 33 freely. Means 19b and a lock piece 15b for pushing up the swinging part 32 fitted in the receiving part 22b are provided, thereby constituting the fastening means 16.

前記ソケット手段19bは、前記受入部22bを横断するように横架材4の軸線と平行するX軸方向の挿入路21bが設けられ、該挿入路21bに前記ロック片15bが摺動自在に挿通される。図例の場合、挿入路21bは、受入部22bに臨む支持体10の両側に形成した開口部23b、23bを備えている。 The socket means 19b is provided with an insertion path 21b in the X-axis direction parallel to the axis of the horizontal member 4 so as to cross the receiving portion 22b, and the lock piece 15b is slidably inserted into the insertion path 21b. Is done. In the case of the illustrated example, the insertion path 21b includes openings 23b and 23b formed on both sides of the support 10 facing the receiving portion 22b.

前記ロック片15bは、基端部から先端部に向けて次第に上下幅を減じるテーパ縁を備えた楔部材から成り、該ロック片15bを挿入路21bの内部で矢印X1(図8(B)参照)で示す前進方向に移動したとき、該ロック片15bが前記揺動部32の下面に形成された被押圧部25bを押圧し、下顎手段11を押上げる楔手段26bを構成する。反対に、ロック片15bを矢印X2(図8(B)参照)で示す後退方向に移動すると、被押圧部25bが押圧力から解放され、揺動部32を受入部22bに落とし込ませられる。図9(A)は、下顎手段11が押圧力から解放された状態を示し、図9(B)は、下顎手段11を押圧力により押上げた状態を示している。 The lock piece 15b is formed of a wedge member having a tapered edge that gradually decreases in the vertical direction from the base end portion toward the tip end portion, and the lock piece 15b is inserted into the insertion path 21b by an arrow X1 (see FIG. 8B). ), The lock piece 15b presses the pressed portion 25b formed on the lower surface of the swinging portion 32, and constitutes the wedge means 26b that pushes up the lower jaw means 11. On the other hand, when the lock piece 15b is moved in the backward direction indicated by the arrow X2 (see FIG. 8B), the pressed portion 25b is released from the pressing force, and the swinging portion 32 is dropped into the receiving portion 22b. 9A shows a state where the lower jaw means 11 is released from the pressing force, and FIG. 9B shows a state where the lower jaw means 11 is pushed up by the pressing force.

(第2実施形態の作用)
強化装置6の取付け及び取外し作業は、全て、強化すべき横架材4の直下の下層作業床から行うことが可能である。先ず、上部固定手段8は、ロック片15bを矢印X2(図8(B)参照)で示す後退方向に移動させ、下顎手段11を構成する可動顎部14bの揺動部32を受入部22bに落とし込ませ、この状態で、図10(A)に示すように、上顎手段12を構成する固定顎部13bを横架材4の上面に係止する。この際、固定顎部13bは、円弧状に延びる細長いフックを構成しているので、足場板5と横架材4の間の隙間SRに対して、固定顎部13bを下方から容易に通過させることができる。第2実施形態の場合、上顎手段12を横架材4に係止した状態で、強化装置6が横架材4に吊持されるので、以後の下部固定手段9の緊締作業と上部固定手段8の緊締作業が容易となる。
(Operation of Second Embodiment)
All of the attaching and removing operations of the reinforcing device 6 can be performed from the lower working floor directly below the horizontal member 4 to be strengthened. First, the upper fixing means 8 moves the lock piece 15b in the backward direction indicated by the arrow X2 (see FIG. 8B), and the swinging portion 32 of the movable jaw portion 14b constituting the lower jaw means 11 is used as the receiving portion 22b. In this state, as shown in FIG. 10A, the fixed jaw portion 13 b constituting the upper jaw means 12 is locked to the upper surface of the horizontal member 4. At this time, since the fixed jaw portion 13b constitutes an elongated hook extending in an arc shape, the fixed jaw portion 13b is easily passed from below to the gap SR between the scaffold plate 5 and the horizontal member 4. be able to. In the case of the second embodiment, the reinforcing device 6 is suspended from the horizontal member 4 while the upper jaw means 12 is locked to the horizontal member 4, so that the subsequent tightening operation of the lower fixing means 9 and the upper fixing means are performed. 8 tightening work becomes easy.

この状態から、ハンマー等により、楔手段26bを構成するロック片15bを被押圧部25bに交差させ、基端側からハンマー等により矢印X1(図8(B)参照)で示す前進方向に打ち込むと、下顎手段11が押上げられ、上下顎手段12、11により横架材4をガタツキなく挟着する。 From this state, when the lock piece 15b constituting the wedge means 26b is made to intersect the pressed portion 25b with a hammer or the like and driven in the forward direction indicated by the arrow X1 (see FIG. 8B) with a hammer or the like from the base end side. The lower jaw means 11 is pushed up, and the horizontal member 4 is clamped by the upper and lower jaw means 12 and 11 without rattling.

仮設足場の解体に際し、上部固定手段8を横架材4から取外す場合は、ハンマー等により、ロック片15bの先端側を矢印X2(図8(B)参照)で示す後退方向に殴打すれば、被押圧部25bに対する押上げ力が解除され、揺動部32が受入部22bに落とし込ませられるので、上顎手段12を前記隙間SRから下方に脱出させれば良い。 When dismantling the temporary scaffolding, when removing the upper fixing means 8 from the horizontal member 4, if the tip side of the lock piece 15b is beaten in the backward direction indicated by the arrow X2 (see FIG. 8B) with a hammer or the like, Since the push-up force with respect to the pressed portion 25b is released and the swinging portion 32 is dropped into the receiving portion 22b, the upper jaw means 12 may be escaped downward from the gap SR.

尚、被押圧部25bを解放したロック片15bは、前記X2で示す後退方向の開口部23bから脱落しないように、先端部の側部に抜止め突部15pを設けるのが好ましい。 The locking piece 15b that has released the pressed portion 25b is preferably provided with a retaining projection 15p on the side of the tip so that it does not fall off from the opening 23b in the backward direction indicated by X2.

因みに、横架材4の中心を通る垂線Vに対する桁方向の一方側Fと他方側Rに関して、図例の構成の場合、図8(A)に示すように、緊締手段16を一方側Fに臨むように偏位して設けているが、可動顎部14bの保持部33及び支持体10の保持孔34を設けた部位を他方側Rにも臨ませているため、第1実施形態に関して上述したハンマーの殴打ストロークを確保していない。従って、上述のようなハンマーの殴打ストロークを確保する必要がある場合は、可動顎部14bの揺動部32及びロック片15bを図例の場合よりも更に一方側Fに向けて偏位させるように構成すれば良い。 Incidentally, with respect to one side F and the other side R in the girder direction with respect to the vertical line V passing through the center of the horizontal member 4, in the case of the configuration shown in the figure, as shown in FIG. However, since the portion provided with the holding portion 33 of the movable jaw portion 14b and the holding hole 34 of the support body 10 is also faced to the other side R, it is described above with respect to the first embodiment. The hammer strike stroke is not secured. Therefore, when it is necessary to ensure the hammer striking stroke as described above, the swinging portion 32 and the lock piece 15b of the movable jaw portion 14b are further displaced toward the one side F than in the illustrated example. What is necessary is just to comprise.

(第3実施形態)
図11ないし図13は、本発明の第3実施形態に係る強化装置6を示している。1本の横架材4に対し同一構成とされた一対の強化装置6、6がハ字状に配置され、強化装置6は、斜めに延びるブレース部材7を備え、該ブレース部材7の上端部を横架材4に固定する上部固定手段8と、下端部を支柱部材1に固定する下部固定手段9を備えており、この点は上述した第1実施形態と同様である。尚、第3実施形態において、下部固定手段9は図示省略している。
(Third embodiment)
FIG. 11 thru | or 13 has shown the reinforcement | strengthening apparatus 6 which concerns on 3rd Embodiment of this invention. A pair of reinforcing devices 6, 6 having the same configuration with respect to one horizontal member 4 are arranged in a letter C shape, and the reinforcing device 6 includes a brace member 7 extending obliquely, and an upper end portion of the brace member 7. Is provided with an upper fixing means 8 for fixing the frame member 4 to the horizontal member 4 and a lower fixing means 9 for fixing the lower end portion to the column member 1, which is the same as in the first embodiment. In the third embodiment, the lower fixing means 9 is not shown.

(上部固定手段の構成)
上部固定手段8は、横架材4の下側に位置する支持体10と、横架材4の下面を保持する下顎手段11及び上面を保持する上顎手段12を備え、上顎手段12により固定顎部13bを構成すると共に、下顎手段11により可動顎部14bを構成している。上顎手段12により構成された固定顎部13bは、支持体10から上向きに延設され、横架材4の上面に沿う円弧状のフックを形成し、好ましくは、フックの内側面に凹凸状の歯31を備えている。
(Configuration of upper fixing means)
The upper fixing means 8 includes a support body 10 positioned on the lower side of the horizontal member 4, a lower jaw means 11 for holding the lower surface of the horizontal member 4, and an upper jaw means 12 for holding the upper surface. The lower jaw means 11 constitutes the movable jaw portion 14b as well as the portion 13b. The fixed jaw portion 13b constituted by the upper jaw means 12 extends upward from the support body 10 and forms an arc-shaped hook along the upper surface of the horizontal member 4. Preferably, the inner surface of the hook is uneven. Teeth 31 are provided.

下顎手段11により構成された可動顎部14bは、支持体10に遊動自在に保持されると共に、横架材4の下面に向かう方向に揺動自在とされた揺動部32を備えており、揺動部32には、横架材4の下面に沿う円弧面32aが設けられている。これにより、下顎手段11の揺動部32の揺動を介して上下顎手段12、13により横架材4を上下から保持した状態で、緊締手段16により下顎手段11を押上げることにより、上下顎手段12、11により横架材4を挟着するように構成されている。 The movable jaw portion 14b configured by the lower jaw means 11 includes a swinging portion 32 that is freely supported by the support 10 and swingable in a direction toward the lower surface of the horizontal member 4. The swinging portion 32 is provided with an arc surface 32 a along the lower surface of the horizontal member 4. Thus, the upper jaw means 11 is pushed up by the tightening means 16 while the horizontal member 4 is held from above and below by the upper and lower jaw means 12 and 13 through the swinging of the swinging portion 32 of the lower jaw means 11. The horizontal member 4 is sandwiched between the lower jaw means 12 and 11.

前記支持体10には、下顎手段11の前記揺動部32を上下方向に揺動自在に嵌入する溝状の受入部22bを備えたソケット手段19bと、前記受入部22bに嵌入された揺動部32を押上げるロック片15bが設けられており、これにより緊締手段16を構成している。 The support body 10 includes socket means 19b having a groove-like receiving portion 22b for fitting the swinging portion 32 of the lower jaw means 11 so as to be swingable in the vertical direction, and swinging fit into the receiving portion 22b. A locking piece 15b that pushes up the portion 32 is provided, thereby constituting the fastening means 16.

前記ソケット手段19bは、前記受入部22bを横断するように横架材4の軸線と平行するX軸方向の挿入路21bが設けられ、該挿入路21bに前記ロック片15bが摺動自在に挿通される。前記ロック片15bは、基端部から先端部に向けて次第に上下幅を減じるテーパ縁を備えた楔部材から成り、該ロック片15bを挿入路21bの内部で矢印X1(図12(B)参照)で示す前進方向に移動したとき、該ロック片15bが前記揺動部32の下面に形成された被押圧部25bを押圧し、下顎手段11を押上げる楔手段26bを構成する。反対に、ロック片15bを矢印X2(図12(B)参照)で示す後退方向に移動すると、被押圧部25bが押圧力から解放され、揺動部32を受入部22bに落とし込ませられる。 The socket means 19b is provided with an insertion path 21b in the X-axis direction parallel to the axis of the horizontal member 4 so as to cross the receiving portion 22b, and the lock piece 15b is slidably inserted into the insertion path 21b. Is done. The lock piece 15b is formed of a wedge member having a tapered edge that gradually decreases in the vertical width from the base end portion toward the tip end portion, and the lock piece 15b is inserted into the insertion path 21b by an arrow X1 (see FIG. 12B). ), The lock piece 15b presses the pressed portion 25b formed on the lower surface of the swinging portion 32, and constitutes the wedge means 26b that pushes up the lower jaw means 11. On the other hand, when the lock piece 15b is moved in the backward direction indicated by the arrow X2 (see FIG. 12B), the pressed portion 25b is released from the pressing force, and the swinging portion 32 is dropped into the receiving portion 22b.

上記構成は第2実施形態と同様であるが、第3実施形態は、前記可動顎部14bに枢支部35を形成し、該枢支部35を枢軸36により支持体10に遊転自在に保持させ、該枢支部35の一側に前記揺動部32を設け、他側に作動片37を延設しており、該枢支部35を介して作動片37と揺動部32を連動連結している。 The above-described configuration is the same as that of the second embodiment. In the third embodiment, a pivot portion 35 is formed on the movable jaw portion 14b, and the pivot portion 35 is held on the support body 10 by a pivot shaft 36 so as to be freely rotatable. The swinging portion 32 is provided on one side of the pivotal support portion 35, and the operating piece 37 is extended on the other side. The operating piece 37 and the swinging portion 32 are linked and connected via the pivotal support portion 35. Yes.

上述の第1及び第2実施形態と同様に、固定顎部13bと可動顎部14bの間には横架材4を挟持する挟持空間が形成され、該挟持空間は、横架材4の中心を通る垂線Vの両側に位置する一方側Fと他方側Rに関し、一方側に導入開口部を開口しており、前記作動片37は、挟持空間の内部に進入させられている。つまり、ロック片15bを矢印X2方向に後退させることにより被押圧部25bから退避させた状態で、前記枢支部35の遊転を介して揺動部32が自重により受入部22bに落ち込み、これに伴い、作動片37が挟持空間の内部に進入している。 Similar to the first and second embodiments described above, a holding space for holding the horizontal member 4 is formed between the fixed jaw portion 13b and the movable jaw portion 14b, and the holding space is the center of the horizontal member 4. With respect to one side F and the other side R located on both sides of the perpendicular line V passing through, an introduction opening is opened on one side, and the operating piece 37 is made to enter the holding space. That is, in a state where the lock piece 15b is retracted from the pressed portion 25b by retreating in the direction of the arrow X2, the swinging portion 32 falls into the receiving portion 22b due to its own weight via the free rotation of the pivot support portion 35, Accordingly, the operating piece 37 enters the inside of the holding space.

前記枢支部35の遊転を介して揺動部32を持ち上げ、同時に作動片37を回転(図示時計針方向に回転)させたとき、該作動片37を前記挟持空間から退避させる退避溝38が前記受入部22bから固定顎部13bの背部の内側に至り延設されている。 When the swinging portion 32 is lifted through the free rotation of the pivotal support portion 35 and simultaneously the operating piece 37 is rotated (rotated in the clockwise direction in the drawing), a retreat groove 38 for retracting the operating piece 37 from the holding space is provided. It extends from the receiving portion 22b to the inside of the back portion of the fixed jaw portion 13b.

(第3実施形態の作用)
強化装置6の取付け及び取外し作業は、全て、強化すべき横架材4の直下の下層作業床から行うことが可能である。先ず、上部固定手段8は、ロック片15bを矢印X2(図12(B)参照)で示す後退方向に移動させ、下顎手段11を構成する可動顎部14bの揺動部32を受入部22bに落とし込ませると共に、作動片37を挟持空間に進入させた状態で、図13(A)に示すように、導入開口部を横架材4に臨ませると、横架材4が作動片37に当接する。
(Operation of the third embodiment)
All of the attaching and removing operations of the reinforcing device 6 can be performed from the lower working floor directly below the horizontal member 4 to be strengthened. First, the upper fixing means 8 moves the lock piece 15b in the backward direction indicated by the arrow X2 (see FIG. 12B), and the swinging portion 32 of the movable jaw portion 14b constituting the lower jaw means 11 is used as the receiving portion 22b. When the introduction opening is made to face the horizontal member 4 as shown in FIG. 13 (A) with the operating piece 37 entering the clamping space, the horizontal member 4 moves to the operating piece 37. Abut.

引き続いて、図13(B)に示すように、上顎手段12を構成する固定顎部13bのフックを横架材4の上面に係止させるように図示矢印Mで示すように移動し、横架材4を挟持空間に進入すると、作動片37が横架材4により押動させられ、これに連動して揺動部32が上動し、該揺動部32を緊締手段16により押上げ可能な待機姿勢とする。従って、作業者は、固定顎部13bのフックを横架材4に向けて矢印M方向に移動するだけで、揺動部32を待機姿勢に保持することができ、揺動部32(可動顎部14b)を指先等で持ち上げる必要はなく、作業が容易である。しかも、固定顎部13bのフックを横架材4に吊持させた状態で、作動片37が元の位置に復帰することを阻止され、揺動部32の前記待機姿勢を保持するので、以後の上部固定手段8の緊締作業を容易とする。 Subsequently, as shown in FIG. 13 (B), the hook of the fixed jaw portion 13b constituting the upper jaw means 12 is moved as indicated by an arrow M so as to be engaged with the upper surface of the horizontal member 4, When the material 4 enters the clamping space, the operating piece 37 is pushed by the horizontal member 4, and the swinging portion 32 moves up in conjunction with this, and the swinging portion 32 can be pushed up by the tightening means 16. A proper standby posture. Therefore, the operator can hold the swinging portion 32 in the standby position only by moving the hook of the fixed jaw portion 13b toward the horizontal member 4 in the direction of arrow M, and the swinging portion 32 (movable jaw) It is not necessary to lift the part 14b) with a fingertip or the like, and the operation is easy. Moreover, since the operating piece 37 is prevented from returning to the original position in a state where the hook of the fixed jaw 13b is suspended from the horizontal member 4, the standby position of the swinging portion 32 is maintained. This makes it easy to tighten the upper fixing means 8.

この状態から、ハンマー等により、楔手段26bを構成するロック片15bを被押圧部25bに交差させ、基端側からハンマー等により矢印X1(図12(B)参照)で示す前進方向に打ち込むと、図13(C)に示すように、揺動部32が押上げられて横架材4に圧接し、上下顎手段12、11により横架材4をガタツキなく挟着する。この際、作動片37は、前記退避溝38に退避する。 From this state, when the lock piece 15b constituting the wedge means 26b is made to intersect the pressed portion 25b with a hammer or the like and driven in the forward direction indicated by the arrow X1 (see FIG. 12B) with a hammer or the like from the base end side. As shown in FIG. 13C, the swinging portion 32 is pushed up and pressed against the horizontal member 4, and the horizontal member 4 is clamped by the upper and lower jaw means 12 and 11 without rattling. At this time, the operating piece 37 is retracted into the retracting groove 38.

仮設足場の解体に際して、上部固定手段8を横架材4から取外す場合は、ハンマー等により、ロック片15bの先端側を矢印X2(図12(B)参照)で示す後退方向に殴打すれば、被押圧部25bに対する押上げ力が解除され、揺動部32が受入部22bに落とし込ませられるので、上顎手段12のフックを横架材4から引き離せば良い。 When disassembling the temporary scaffold, when removing the upper fixing means 8 from the horizontal member 4, if the hammer or the like strikes the distal end side of the lock piece 15b in the backward direction indicated by the arrow X2 (see FIG. 12B), Since the push-up force with respect to the pressed portion 25b is released and the swinging portion 32 is dropped into the receiving portion 22b, the hook of the upper jaw means 12 may be pulled away from the horizontal member 4.

尚、被押圧部25bを解放したロック片15bは、前記X2で示す後退方向の挿入路21bから脱落しないように、先端部の側部に抜止め突部15pを設けるのが好ましい。 The locking piece 15b that has released the pressed portion 25b is preferably provided with a retaining projection 15p on the side of the tip so that the locking piece 15b does not fall off the insertion path 21b in the backward direction indicated by X2.

第3実施形態においても、図12(A)に示すように、第1実施形態の場合と同様に、ロック片15bが横架材4の中心を通る垂線Vから偏位し、好ましくは、一方側Fに向けて支柱部材1を超えた位置に設けられている。従って、1本の横架材4に対して、鉛直軸を対称軸として反転した姿勢で、同一構成とした一対の強化装置6、6ハ字状に配置した状態において、上部固定手段8と支柱部材1の間の間隔L1(図3参照)がハンマーの殴打ストロークを十分に確保できない場合でも、振り上げたハンマーが支柱部材1に干渉することはなく、ハンマーでロック片15bを容易に打ち込むことが可能であり、反対に、仮設足場の解体に際し、ロック片15bの先端側を矢印X2(図12(B)参照)で示す後退方向にハンマーで殴打し、被押圧部25bから脱出させる際に、一対の強化装置6A、6Bの間隔L2(図3参照)がハンマーの殴打ストロークを十分に確保できない場合でも、振り上げたハンマーが反対側の強化装置6に干渉することはなく、ハンマーでロック片15bの先端側を容易に殴打することが可能である。 Also in the third embodiment, as shown in FIG. 12A, as in the case of the first embodiment, the lock piece 15b is displaced from the vertical line V passing through the center of the horizontal member 4, and preferably It is provided at a position beyond the column member 1 toward the side F. Accordingly, the upper fixing means 8 and the support column are arranged in a state in which the pair of reinforcing devices 6 and 6 have the same configuration in a posture inverted with respect to the vertical axis as the symmetry axis with respect to one horizontal member 4. Even if the distance L1 between the members 1 (see FIG. 3) cannot ensure a hammer striking stroke, the swung-up hammer does not interfere with the support member 1, and the lock piece 15b can be easily driven with the hammer. On the contrary, when the temporary scaffold is disassembled, when the tip end side of the lock piece 15b is hit with a hammer in the backward direction indicated by the arrow X2 (see FIG. 12 (B)) to escape from the pressed portion 25b, Even when the distance L2 (see FIG. 3) between the pair of strengthening devices 6A and 6B cannot sufficiently secure the hammer striking stroke, the swung-up hammer does not interfere with the strengthening device 6 on the opposite side. It is possible to strike a distal end side of the lock piece 15b easily by chromatography.

上述の通り、第1実施形態、第2実施形態、第3実施形態の何れにおいても、横架材4は、上部固定手段8から下向き斜めに延びるブレース部材7により、支柱部材1a、1bの下方位置に支持され、横架材4が受ける荷重は、上部固定手段8の下顎手段11とブレース部材7と下部固定手段9により、支柱部材1a、1bに好適に支持される。 As described above, in any of the first embodiment, the second embodiment, and the third embodiment, the horizontal member 4 is below the support members 1a and 1b by the brace member 7 extending obliquely downward from the upper fixing means 8. The load supported by the position and received by the horizontal member 4 is suitably supported by the column members 1a and 1b by the lower jaw means 11, the brace member 7 and the lower fixing means 9 of the upper fixing means 8.

この際、一対の強化装置6、6を取付けることにより、横架材4の架設構造は、支柱部材1a、1bに架設された両端の緊結手段4a、4aを架設支持点とする支持スパン(支柱部材1a、1bの間隔と等しい)に加えて、強化装置6、6を架設支持点とする支持スパン(図3に示す間隔L2とほぼ等しい)を形成し、支持スパンが狭められた架設支持点を提供するので、横架材4の曲げ強度を大幅に向上する。 At this time, by attaching the pair of reinforcing devices 6 and 6, the construction structure of the horizontal member 4 is a support span (support column) having the fastening means 4a and 4a at both ends installed on the support column members 1a and 1b as installation support points. In addition to the interval between the members 1a and 1b), a support span (which is substantially equal to the interval L2 shown in FIG. 3) having the reinforcing devices 6 and 6 as a support point is formed and the support span is narrowed. Therefore, the bending strength of the horizontal member 4 is greatly improved.

特に、強化装置6は、緊締手段16を備えた上部固定手段8により、横架材4をガタツキなく緊締するので、横架材4と支柱部材1a、1bの間に剛体構造が形成され、横架材4の座屈方向の変形を阻止すると共に、強風等による足場構築体の揺れを阻止する。 In particular, the strengthening device 6 fastens the horizontal member 4 without rattling by the upper fixing means 8 having the tightening means 16, so that a rigid structure is formed between the horizontal member 4 and the column members 1 a and 1 b, While preventing deformation of the base material 4 in the buckling direction, the scaffold structure is prevented from shaking due to strong winds or the like.

そして、強化装置6の取付け作業は、全て、下層作業床から行うことが可能であるから、作業効率が良く、取付後においても、下層作業床上の作業空間Sを不必要に狭めることがなく、該作業空間Sを往来する作業者の頭部の空間を確保できる。しかも、上述のように上部固定手段8及び下部固定手段9は、何れもハンマーだけで緊締作業及び緊締解除作業が行えるように構成されているので、ハンマー以外の工具を要しないという実益がある。 And since it is possible to perform all the attachment work of the reinforcement | strengthening apparatus 6 from a lower layer work floor, work efficiency is good, and it does not unnecessarily narrow the work space S on a lower layer work floor, It is possible to secure a space for the head of the worker who travels through the work space S. In addition, as described above, the upper fixing means 8 and the lower fixing means 9 are configured so that the tightening operation and the tightening releasing operation can be performed only by the hammer, so that there is an advantage that no tools other than the hammer are required.

1a、1b 支柱部材
2 フランジ
2a 楔孔
3 連結手段
4 横架材
4a 緊結手段
5 足場板
5a フック
6 強化装置
7 ブレース
8 上部固定手段
9 下部固定手段
10 支持体
11 下顎手段
12 上顎手段
13a、13b 固定顎部
14a、14b 可動顎部
15a、15b ロック片
15p 突部
16 緊締手段
17 ブラケット
18 枢結手段
19a、19b ソケット手段
20 プラグ手段
21a、21b 挿入路
22a、22b 受入部
23a、23b 開口部
24 舌片部
25a、25b 被押圧部
26a、26b 楔手段
27 ブラケット
28 板部
29 孔
30 楔部材
31 歯
32 揺動部
33 保持部
34 保持孔
35 枢支部
36 枢軸
37 作動片
38 退避溝
DESCRIPTION OF SYMBOLS 1a, 1b Support | pillar member 2 Flange 2a Wedge hole 3 Connection means 4 Horizontal member 4a Tightening means 5 Scaffold plate 5a Hook 6 Reinforcement device 7 Brace 8 Upper fixing means 9 Lower fixing means 10 Support body 11 Lower jaw means 12 Upper jaw means 13a, 13b Fixed jaws 14a, 14b Movable jaws 15a, 15b Lock piece 15p Protrusion 16 Tightening means 17 Bracket 18 Pivoting means 19a, 19b Socket means 20 Plug means 21a, 21b Insertion paths 22a, 22b Receiving parts 23a, 23b Opening 24 Tongue pieces 25a, 25b Pressed parts 26a, 26b Wedge means 27 Bracket 28 Plate part 29 Hole 30 Wedge member 31 Teeth 32 Oscillating part 33 Holding part 34 Holding hole 35 Pivoting part 36 Pivot 37 Actuating piece 38 Retraction groove

Claims (8)

妻方向に対向する一対の支柱部材(1a,1b)を上方に向けて順次連結すると共に、前記一対の支柱部材の1組を桁方向に間隔をあけて配置し、前記一対の支柱部材に横架材(4)を架設すると共に、該横架材に足場板(5)を搭載することにより桁方向に延びる作業床を構成し、順次、下層作業床から上層作業床を構築する仮設足場において、前記横架材を下方から支持することにより強化する強化装置(6)であり、
前記強化装置(6)は、前記横架材の長手方向の中途部位と、該横架材から下向きに延びる支柱部材の下方部位の間において、斜めに延びるブレース部材(7)を備えると共に、該ブレース部材の上端部を横架材に固定する上部固定手段(8)と、下端部を支柱部材に固定する下部固定手段(9)を備えており、
前記上部固定手段(8)は、前記横架材の下側に位置する支持体(10)と、横架材の下面を保持する下顎手段(11)及び上面を保持する上顎手段(12)を備え、前記下顎手段と上顎手段の一方により前記支持体(10)に固定された固定顎部(13a,13b)を構成すると共に、他方により横架材に対して進退自在な可動顎部(14a,14b)を構成し、
前記横架材の軸線と平行するX軸方向に向けて前記支持体(10)に設けられた挿入路(21a,21b)と、ハンマーで殴打することにより前記挿入路内で前進移動したとき可動顎部(14a)に対して横架材に向かう圧接力を発生させると共に、後退移動したとき可動顎部(14a)を解放することにより上部固定手段(8)を横架材から取外し可能とするロック片(15a)から成る楔手段(26a)を構成する緊締手段(16)を設けており、
前記緊締手段(16)は、前記横架材(4)の中心を通る垂線(V)の両側に位置する該横架材の一方側(F)と他方側(R)において、前記一方側(F)及び他方側(R)にそれぞれ臨む足場板(5)と横架材(4)の間の隙間(SF)(SR)に関して、該緊締手段(16)を一方側(F)に偏位した状態で前記隙間(SF)に臨ませて設けており
1本の横架材(4)に対して、相互に同一構成とした一対の強化装置(6)(6)を、鉛直線を対称軸として反転された姿勢でハ字状に配置することにより、一方の強化装置(6A)におけるロック片(15a)を含む緊締手段(16)と、他方の強化装置(6B)におけるロック片(15a)を含む緊締手段(16)を、相互に反対側の隙間(SF)(SR)に臨ませて配置して成ることを特徴とする足場構築体の強化装置。
A pair of strut members (1a, 1b) facing in the wife direction are sequentially connected upward, and one pair of the pair of strut members is arranged with a gap in the girder direction. In the temporary scaffolding for constructing the upper working floor from the lower working floor in order to construct the working floor extending in the girder direction by installing the scaffolding plate (5) on the horizontal structural member while constructing the structural member (4) A reinforcing device (6) for reinforcing the horizontal member by supporting it from below,
The reinforcing device (6) includes a brace member (7) extending obliquely between a midway portion in the longitudinal direction of the horizontal member and a lower portion of a column member extending downward from the horizontal member, The upper fixing means (8) for fixing the upper end of the brace member to the horizontal member, and the lower fixing means (9) for fixing the lower end to the support member,
The upper fixing means (8) includes a support body (10) positioned below the horizontal member, a lower jaw means (11) for holding the lower surface of the horizontal member, and an upper jaw means (12) for holding the upper surface. A fixed jaw (13a, 13b) fixed to the support (10) by one of the lower jaw means and the upper jaw means, and a movable jaw (14a) that is movable forward and backward with respect to the horizontal member by the other , 14b)
Movable when moving forward in the insertion path by striking with an insertion path (21a, 21b) provided in the support (10) in the X-axis direction parallel to the axis of the horizontal member and hammering A pressure contact force toward the horizontal member is generated with respect to the jaw (14a), and the upper fixing means (8) can be removed from the horizontal member by releasing the movable jaw (14a) when retreating. The fastening means (16) constituting the wedge means (26a) comprising the lock piece (15a) is provided,
The tightening means (16) is arranged on the one side (F) and the other side (R) of the horizontal member (V) located on both sides of the perpendicular (V) passing through the center of the horizontal member (4). The fastening means (16) is displaced to one side (F) with respect to the gap (SF) (SR) between the scaffolding plate (5) and the horizontal member (4) facing the F) and the other side (R), respectively. In the state of facing the gap (SF) ,
By arranging a pair of reinforcing devices (6) and (6) with the same configuration on one horizontal member (4) in an inverted shape with the vertical line as the axis of symmetry. The tightening means (16) including the lock piece (15a) in one reinforcing device (6A) and the tightening means (16) including the lock piece (15a) in the other strengthening device (6B) are opposite to each other. A reinforcing device for a scaffold structure, characterized by being arranged facing a gap (SF) (SR) .
前記一方側(F)の隙間(SF)に臨ませられた前記ロック片(15a)の被殴打部の延長線を支柱部材の側部空間に向けて配置して成ることを特徴とする請求項1に記載の足場構築体の強化装置 The extension line of the hitting portion of the lock piece (15a) facing the gap (SF) on the one side (F) is disposed toward the side space of the column member. The reinforcing device for a scaffold construction according to 1 . 前記ブレース部材(7)は、上端部を横架材の中心に向かわせるように前記支持体(10)に固着されて成ることを特徴とする請求項1又は2に記載の足場構築体の強化装置。 The reinforcement of the scaffold structure according to claim 1 or 2 , wherein the brace member (7) is fixed to the support body (10) so that an upper end portion thereof faces the center of the horizontal member. apparatus. 前記上部固定手段(8)は、下顎手段(11)により前記固定顎部(13a)を構成すると共に、上顎手段(12)により前記可動顎部(14a)を構成し、横架材の前記他方側(R)に臨んで上顎手段(12)を下顎手段(11)に回動自在に枢結する枢結手段(18)を設け、上顎手段の回動を介して上下顎手段(12,11)により横架材(4)を上下から保持した状態で、前記緊締手段(16)により上顎手段(12)を押下げることにより、上下顎手段(12,11)により横架材(4)を挟着するように構成されて成ることを特徴とする請求項1又は2に記載の足場構築体の強化装置。 The upper fixing means (8) comprises the fixed jaw (13a) by the lower jaw means (11) and the movable jaw (14a) by the upper jaw means (12), and the other of the horizontal members The upper jaw means (12, 11) is provided through the rotation of the upper jaw means by providing pivoting means (18) that pivots the upper jaw means (12) to the lower jaw means (11) so as to face the side (R). ), While holding the horizontal member (4) from above and below, the upper jaw means (12) is pushed down by the tightening means (16), so that the horizontal member (4) is removed by the upper and lower jaw means (12, 11). It is comprised so that it may pinch | interpose, The reinforcement apparatus of the scaffold construction body of Claim 1 or 2 characterized by the above-mentioned. 前記緊締手段(16)は、横架材の前記一方側(F)に臨んで支持体に設けられたソケット手段(19a)と、上顎手段(12)の自由端に設けられたプラグ手段(20)と、前記ロック片(15a)により構成され、
前記ソケット手段(19a)は、横架材の軸線と平行するX軸方向の挿入路(21a)と、該挿入路を横断する受入部(22a)を設け、
前記プラグ手段(20)は、前記受入部(22a)に嵌入自在な舌片部(24)と、該舌片部を受入部に嵌入した状態で前記挿入路(21a)に臨む被押圧部(25a)を設けており、
前記ロック片(15a)は、前記舌片部を受入部に嵌入した状態で該ロック片を挿入路内で前進移動したとき、前記被押圧部(25a)を押圧することにより、上顎手段(12)を押下げて横架材(4)の上面に圧接させるように構成されて成ることを特徴とする請求項4に記載の足場構築体の強化装置。
The fastening means (16) includes a socket means (19a) provided on the support so as to face the one side (F) of the horizontal member, and a plug means (20 provided at the free end of the upper jaw means (12). And the lock piece (15a),
The socket means (19a) is provided with an insertion path (21a) in the X-axis direction parallel to the axis of the horizontal member, and a receiving part (22a) crossing the insertion path,
The plug means (20) includes a tongue piece portion (24) that can be fitted into the receiving portion (22a), and a pressed portion that faces the insertion path (21a) with the tongue piece portion fitted into the receiving portion ( 25a)
The lock piece (15a) is formed by pressing the pressed portion (25a) when the lock piece is moved forward in the insertion path in a state in which the tongue piece portion is fitted in the receiving portion, so that the upper jaw means (12 The apparatus for reinforcing a scaffold structure according to claim 4, wherein the apparatus is pressed down and pressed against the upper surface of the horizontal member (4).
前記上部固定手段(8)は、上顎手段(12)により前記固定顎部(13b)を構成すると共に、下顎手段(11)により前記可動顎部(14b)を構成しており、
前記可動顎部(14b)は、支持体(10)に遊動自在に保持されると共に、横架材の下面に向かう方向に揺動自在とされた揺動部(32)を設け、
下顎手段(11)の揺動部(32)の揺動を介して上下顎手段(12,11)により横架材(4)を上下から保持した状態で、前記緊締手段(16)により下顎手段(11)を押上げることにより、上下顎手段(12,11)により横架材(4)を挟着するように構成されて成ることを特徴とする請求項1、2又は3に記載の足場構築体の強化装置。
The upper fixing means (8) comprises the fixed jaw (13b) by the upper jaw means (12), and the movable jaw (14b) by the lower jaw means (11),
The movable jaw (14b) is movably held on the support (10) and is provided with a swinging part (32) that is swingable in a direction toward the lower surface of the horizontal member,
In the state where the horizontal member (4) is held from above and below by the upper and lower jaw means (12, 11) through the swinging of the swinging portion (32) of the lower jaw means (11), the lower jaw means by the tightening means (16) The scaffold according to claim 1, 2 or 3, characterized in that the horizontal member (4) is sandwiched by the upper and lower jaw means (12, 11) by pushing up (11). Structure strengthening device.
前記緊締手段(16)は、支持体(10)に設けられたソケット手段(19b)と、前記下顎手段(11)の揺動部(32)と、前記ロック片(15b)により構成され、
前記ソケット手段(19b)は、横架材の軸線と平行するX軸方向の挿入路(21b)と、該挿入路を横断する受入部(22b)を設け、
前記下顎手段(11)の揺動部(32)は、前記受入部(22b)に揺動自在に挿入され、上面に圧接部を形成すると共に、下面に被押圧部(25b)を設けており、
前記ロック片(15b)は、前記挿入路内で前進移動したとき、前記被押圧部(25b)を押圧することにより、下顎手段(11)の圧接部を横架材(4)の下面に圧接させるように構成されて成ることを特徴とする請求項6に記載の足場構築体の強化装置。
The tightening means (16) is constituted by a socket means (19b) provided on the support (10), a swinging part (32) of the lower jaw means (11), and the lock piece (15b),
The socket means (19b) is provided with an insertion path (21b) in the X-axis direction parallel to the axis of the horizontal member, and a receiving part (22b) crossing the insertion path,
The swinging portion (32) of the lower jaw means (11) is inserted into the receiving portion (22b) so as to be swingable, forms a pressure contact portion on the upper surface, and has a pressed portion (25b) on the lower surface. ,
When the locking piece (15b) moves forward in the insertion path, the pressing portion of the lower jaw means (11) is pressed against the lower surface of the horizontal member (4) by pressing the pressed portion (25b). It is comprised so that it may be made. The reinforcement apparatus of the scaffold construction body of Claim 6 characterized by the above-mentioned.
上顎手段(12)により構成された固定顎部(13b)と下顎手段(11)により構成された可動顎部(14b)の間における挟持空間の側部に導入開口部を形成しており、
前記可動顎部(14b)は、支持体(10)に遊転自在に保持された枢支部(35)から前記挟持空間に延びる作動片(37)を設け、前記枢支部(35)を介して前記作動片(37)と前記揺動部(32)を連動連結し、
前記横架材(4)が導入開口部から挟持空間に進入することにより前記作動片(37)を押動したとき、該作動片(37)の押動に連動して前記揺動部(32)を上動させ、該揺動部(32)を緊締手段(16)により押上げ可能な待機姿勢とするように構成して成ることを特徴とする請求項6又は7に記載の足場構築体の強化装置。
An introduction opening is formed on the side of the clamping space between the fixed jaw (13b) constituted by the upper jaw means (12) and the movable jaw (14b) constituted by the lower jaw means (11),
The movable jaw (14b) is provided with an operating piece (37) extending from the pivotal support (35) held free to the support (10) to the clamping space, via the pivotal support (35). The operating piece (37) and the swinging part (32) are linked and connected,
When the horizontal member (4) pushes the operating piece (37) by entering the holding space from the introduction opening, the swinging part (32) is interlocked with the pushing of the working piece (37). The scaffold constructing body according to claim 6 or 7, wherein the swinging portion (32) is configured to be in a standby posture capable of being pushed up by the tightening means (16). Strengthening device.
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