JP5486855B2 - Floor joint hardware for building work, building work floor frame using the same, and building work floor using the same - Google Patents

Floor joint hardware for building work, building work floor frame using the same, and building work floor using the same Download PDF

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JP5486855B2
JP5486855B2 JP2009154367A JP2009154367A JP5486855B2 JP 5486855 B2 JP5486855 B2 JP 5486855B2 JP 2009154367 A JP2009154367 A JP 2009154367A JP 2009154367 A JP2009154367 A JP 2009154367A JP 5486855 B2 JP5486855 B2 JP 5486855B2
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receiving beam
floor
building work
frame
main body
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JP2011007011A (en
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康之 鈴木
泰造 古本
晃 内藤
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Daiwa House Industry Co Ltd
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本発明は、建築工事作業用床接合金物及びこれを用いた建築工事作業用床骨組、並びにこれらを用いた建築工事作業用床に関し、特に建築工事中に床開口部を閉鎖して足場を形成するための建築工事作業用床接合金物及びこれを用いた建築工事作業用床骨組、並びにこれらを用いた建築工事作業用床に関する。   TECHNICAL FIELD The present invention relates to a floor joint hardware for building work, a floor frame for building work using the same, and a floor for building work using the same, and in particular, a floor opening is closed during building work to form a scaffold. BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a floor joint hardware for building work, a floor frame for building work using the same, and a floor for building work using these.

建物を建築する際には、建築作業員の足場となる仮設の床が設置される場合が多い。
このような床は、仮設であるため、組立て及び解体が容易であるとともに、作業員及び建築材料等の重量を支えるための十分な強度が必要となる。
また、足場となる床は、その用途と設置場所に応じて様々なタイプのものが提案されている(例えば、特許文献1参照)。
When building a building, a temporary floor is often installed as a scaffold for construction workers.
Since such a floor is temporary, it is easy to assemble and disassemble and requires sufficient strength to support the weight of workers, building materials, and the like.
In addition, various types of floors that serve as scaffolds have been proposed depending on the application and installation location (see, for example, Patent Document 1).

特許文献1には、鉄骨工事用仮設足場が開示されている。
特許文献1に記載の鉄骨工事用仮設足場は、リーチフレームと、このリーチフレームの下端部に水平状態で支持される可動フレームが回動可能に連結されている。
また、この可動フレームと直交する方向に摺動するアウトフレームが支持されており、このアウトフレーム上に踏板が載置固定されている。
このように、足場が形成されているため、リーチフレームを取付けると、アウトフレーム上に建築用の足場を配置することができる。
Patent Document 1 discloses a temporary scaffold for steel construction.
In the temporary scaffold for steel frame construction described in Patent Document 1, a reach frame and a movable frame supported in a horizontal state are rotatably connected to a lower end portion of the reach frame.
An out frame that slides in a direction orthogonal to the movable frame is supported, and a tread is placed and fixed on the out frame.
Thus, since the scaffold is formed, when the reach frame is attached, the architectural scaffold can be arranged on the out frame.

特開2003−314054号公報JP 2003-314054 A

このように、特許文献1に係る技術によれば、鉄骨工事現場において、足場となる作業床を作成することができる。
しかし、このような足場をもっと簡易に作成できる技術が求められていた。
また、建物において、屋内階段用や吹抜け等の床開口部が計画されている際、建築工事中は、床開口部からの作業員転落防止や、床開口部周辺部の壁・天井工事の足場としてこれら床開口部を閉塞する必要があるが、特許文献1に記載の技術によれば、このような床開口部を簡易に閉塞することが困難である。
As described above, according to the technique according to Patent Document 1, it is possible to create a work floor serving as a scaffold in a steel construction site.
However, there is a need for a technique that can create such a scaffold more easily.
Also, when floor openings for indoor staircases and atriums are planned in buildings, during construction work, workers fall from the floor openings, and scaffolds for wall and ceiling construction around the floor openings However, according to the technique described in Patent Document 1, it is difficult to easily close such a floor opening.

更に、このような床開口部を閉塞して作業用床を作成するための方法として木製又は鋼製のバタ角と呼ばれる角材を敷設して、その上にコンクリートパネル等の合板を載置固定する方法があり、この際には、床開口部周辺部の壁・天井等の上部作業用として、コンクリートパネル等の合板上に脚立等を配置していた。
しかし、作業用床を構成するバタ角やコンクリートパネル等は、建物本体に締結されておらず(又は、軽微な仮止め程度)、ズレが生じる可能性を否定することができない。
このため、簡易に設置することが可能であるとともに、ズレ等が防止され、作業性の良い作業用床が望まれていた。
Further, as a method for creating a work floor by closing such a floor opening, a wooden or steel square called a butter corner is laid and a plywood such as a concrete panel is placed and fixed thereon. There is a method, and in this case, a stepladder or the like is arranged on a plywood such as a concrete panel for an upper work such as a wall and a ceiling around the floor opening.
However, the flutter corners, concrete panels, and the like that constitute the work floor are not fastened to the building body (or a slight temporary fix), and the possibility of misalignment cannot be denied.
For this reason, it is possible to easily install the apparatus, and it is desired to provide a work floor that is prevented from being displaced and has good workability.

本発明の目的は、上記各問題点を解決することにあり、簡易に設置可能であり、床開口部を閉塞して足場とすることができる建築工事作業用床接合金物及びこれを用いた建築工事作業用床骨組、並びにこれらを用いた建築工事作業用床を提供することにある。   An object of the present invention is to solve the above-described problems, and can be easily installed, and can be used as a scaffold for building work, which can be used as a scaffold by closing a floor opening, and a building using the same. An object of the present invention is to provide a floor frame for construction work and a building work floor using the same.

上記課題は、請求項1に係る発明によれば、建築工事現場において足場を設置するための建築工事作業用床接合金物であって、該建築工事作業用床接合金物は、平板状の躯体接続部と、該躯体接続部より略垂直に延出した平板状の受梁載置部と、を有して構成されており、前記躯体接続部には、前記受梁載置部が延出する方向と逆方向へ向けて突出した突起状の第1係止部及び第2係止部が形成されており、前記第1係止部及び前記第2係止部のうち、少なくとも一方は自由端側が前記受梁載置部が配設される側へ向けて屈曲しており、前記躯体接続部と前記受梁載置部との内隅部には、棒状の筋交が渡されており、前記第1係止部及び前記第2係止部のうち、少なくとも一方は、前記躯体接続部を貫通した前記筋交の先端部分であることにより解決される。 According to the first aspect of the present invention, there is provided a floor joint hardware for construction work for installing a scaffold in a construction work site, the floor joint hardware for construction work being connected to a plate-shaped frame. And a flat plate-like receiving beam mounting portion extending substantially perpendicularly from the housing connecting portion, and the receiving beam mounting portion extends to the housing connecting portion. A projecting first locking portion and a second locking portion protruding in a direction opposite to the direction are formed, and at least one of the first locking portion and the second locking portion is a free end. The side is bent toward the side where the receiving beam placing part is disposed, and a rod-like brace is passed to the inner corner of the housing connecting part and the receiving beam placing part, one of the first engaging portion and the second engaging portion, at least one, is a tip portion of the muscle exchange penetrating the skeleton connecting portion especially Ri is resolved.

このように、本発明に係る建築工事作業用床接合金物は、躯体を構成する梁形成されたボルト孔に、第1係止部と第2係止部を係止することにより、簡易に取付けることができる。
また、第1係止部と第2係止部のうち、少なくとも一方は、自由端側が受梁載置部が配設される側へ向けて屈曲しているため、一度、取付けた後、外れることを防止することができる。
このように構成された建築工事作業用床接合金物は、その受梁載置部に受梁を固定することができ、このため、この建築工事作業用床接合金物を介して床パネルを簡易に固定し、建築工事作業用床を容易に形成することができる。
As described above, the floor joint hardware for building work according to the present invention is easily attached by locking the first locking portion and the second locking portion to the beam-formed bolt holes constituting the frame. be able to.
In addition, at least one of the first locking portion and the second locking portion is bent after the free end side is bent toward the side where the receiving beam mounting portion is disposed, so that it is detached after being attached once. This can be prevented.
The floor joint hardware for construction work constructed in this way can fix the receiving beam to the receiving beam mounting part, and therefore, the floor panel can be easily simplified through the floor joint hardware for construction work. Fixing and building work floor can be easily formed.

このとき、前記躯体接続部及び前記受梁載置部は、略矩形状の鋼製部材であって、前記第1係止部と前記第2係止部は略円柱形状の鋼製部材であるとともに、前記受梁載置部と近接する側及び前記受梁載置部と離隔する側とに並列して形成されており、前記第1係止部及び前記第2係止のうち、少なくとも一方の先端部分はエッジが削られたテーパ状に形成されていると好適である。
このように構成されているため、躯体を構成する梁に形成されたボルト孔に、第1係止部と第2係止部を係止する際、これら第1係止部及び第2係止部を容易に挿入することができ、作業性が向上する。
At this time, the said housing connection part and the said receiving beam mounting part are substantially rectangular steel members, Comprising: The said 1st locking part and the said 2nd locking part are substantially cylindrical steel members. And at least one of the first locking portion and the second locking portion, which is formed in parallel with the side close to the receiving beam mounting portion and the side spaced from the receiving beam mounting portion. It is preferable that the tip end portion of the is formed in a tapered shape with the edge cut away.
Since it is comprised in this way, when locking a 1st locking part and a 2nd locking part to the bolt hole formed in the beam which comprises a housing, these 1st locking part and 2nd locking part The part can be easily inserted, and workability is improved.

更に、このとき、前記躯体接続部と前記受梁載置部との内隅部には、棒状の筋交が渡されており、前記第1係止部及び前記第2係止部のうち、少なくとも一方は、前記躯体接続部を貫通した前記筋交の先端部分であると好適である。
このように構成されていると、高い強度を確保することができる。
Furthermore, at this time, a rod-like brace is passed to the inner corner of the housing connecting part and the receiving beam placing part, and among the first locking part and the second locking part, It is preferable that at least one of the ends of the muscular crossing penetrates the housing connecting portion.
If comprised in this way, high intensity | strength is securable.

また、本発明に係る建築工事作業用床骨組は、請求項1又は請求項2に記載の建築工事作業用床接合金物が複数配設された、複数の躯体構成鋼製部材により形成されたフレーム状骨組と、複数の前記建築工事作業用床接合金物に固定される受梁とで形成された建築工事作業用床骨組であって、前記受梁は、前記受梁載置部上に載置されて、複数の前記建築工事作業用床接合金物間に渡される中空状角形鋼管の受梁本体部と、該受梁本体部の前記建築工事作業用床接合金物に載置される面と対向する面側に配置されるとともに、前記受梁本体部と略平行に渡される部材取付部と、前記受梁本体部の両端部の前記建築工事作業用床接合金物に載置される面から略垂直に起立する相対向する2つの側面外側に各々固定される平板状の取付プレート部と、を備えて構成されており、前記建築工事作業用床接合金物は、前記受梁載置部が上方に配置された状態で、前記躯体接続部が前記フレーム状骨組に固定されており、前記取付プレート部は、その一部が、前記部材取付部が配設される側と反対側に延出するように前記側面外側に、その間の距離が前記受梁載置部の幅と略同一となるように各々取付けられ、前記受梁は、前記受梁本体部が、前記部材取付部が上方に配設される状態で前記受梁載置部に載置されるとともに、前記受梁載置部が一組の前記取付プレート部間に嵌合した状態で固定されるよう構成されている。 In addition, a floor frame for building work according to the present invention is a frame formed by a plurality of structural steel members in which a plurality of floor joint hardware for building work according to claim 1 or 2 are arranged. A floor frame for a construction work formed by a frame-shaped frame and a plurality of receiving beams fixed to the floor joint hardware for building work, wherein the receiving beam is placed on the receiving beam placing portion And a receiving beam main body portion of a hollow rectangular steel pipe passed between the plurality of floor joint hardware for building work, and a surface of the receiving beam main body portion placed on the floor joint hardware for building work From the surface mounted on the floor joint hardware for construction work at both ends of the receiving beam main body portion and the member mounting portion that is arranged on the surface side to be passed and substantially parallel to the receiving beam main body portion Flat plate-shaped mounting plate portions that are fixed to the outer sides of two opposing side surfaces that stand vertically The floor joint hardware for construction work is configured in such a manner that the frame connecting portion is fixed to the frame-shaped frame in a state where the receiving beam placing portion is disposed above, A part of the mounting plate portion extends to the outside of the side surface so that a part thereof extends to the side opposite to the side on which the member mounting portion is disposed, and the distance therebetween is substantially the same as the width of the receiving beam mounting portion. The receiving beam is mounted on the receiving beam mounting portion with the member mounting portion disposed above, and the receiving beam is mounted on the receiving beam. The portion is configured to be fixed in a state of being fitted between the pair of mounting plate portions.

このように構成されているため、床プレートやその他部材(梯子等)を固定するための受梁を設置して、建築工事作業用床骨組を容易に組立てることができる。
つまり、2つの建築工事作業用床金物の間を、受梁が架橋するように渡される。
換言すれば、通常複数の躯体構成鋼製部材により略矩形状に形成される床開口部の相対向する辺上に、2個一組の建築工事作業用床接合金物を対向するように設置すれば、この相対向する辺と直交するように、受梁が架橋されることとなる。
このように、躯体構成鋼製部材と建築工事作業用床接合金物と受梁とで、建築工事作業用床骨組を簡易に設置することができる。
なお、「躯体構成鋼製部材」とは、梁、胴差等の躯体を構成する鋼製部材全てを含む概念である。
Since it is comprised in this way, the receiving frame for fixing a floor plate and other members (ladder etc.) can be installed, and the floor frame for construction work can be assembled easily.
That is, the receiving beam is passed between the two construction work floor brackets so as to be bridged.
In other words, two sets of floor joint hardware for building work are usually placed on opposite sides of a floor opening formed in a substantially rectangular shape by a plurality of structural steel members. For example, the receiving beam is bridged so as to be orthogonal to the opposite sides.
Thus, the floor frame for construction work can be simply installed with the structural member steel member, the floor joint hardware for construction work, and the receiving beam.
Note that the “body-constituting steel member” is a concept that includes all steel members that constitute a casing such as a beam and a trunk difference.

また、このとき、前記受梁は、ナットが固定され、前記ナットの内孔と連通するボルト取付孔が形成されたエンドプレート部を更に備え、該エンドプレート部は、前記ナットが、前記受梁本体部内部に配設されるように、前記受梁本体部の端部開口部に取付けられており、前記ボルト取付孔より前記ナットにボルトを螺設し、前記ボルトの頭側端部と前記エンドプレート部との距離を変化させることによって、前記受梁本体部の長手方向の距離を変化させることができるよう構成されていると好適である。   Further, at this time, the receiving beam further includes an end plate portion to which a nut is fixed and a bolt mounting hole communicating with the inner hole of the nut is formed, and the end plate portion includes the nut and the receiving beam. It is attached to the end opening of the receiving beam main body so as to be disposed inside the main body, and a bolt is screwed into the nut from the bolt mounting hole, and the head side end of the bolt and the bolt It is preferable that the longitudinal distance of the receiving beam main body portion can be changed by changing the distance to the end plate portion.

このように構成されていると、このボルトがスペーサの役割を果たす。
つまり、ボルトの螺子込み具合を変化させることにより、ボルトの頭側端部とエンドプレート部との距離を変化させることができ、このため、受梁本体部の長手方向の距離を変化させることができる。
よって、2個一組の建築工事作業用床接合金物の距離に多少の誤差が生じても、ボルトの螺子込み具合を変化させることにより、受梁本体部の長手方向の距離を調整して対応することができる。
If comprised in this way, this bolt will play the role of a spacer.
That is, by changing the screwing condition of the bolt, the distance between the head side end portion of the bolt and the end plate portion can be changed. Therefore, the longitudinal distance of the receiving beam main body portion can be changed. it can.
Therefore, even if there is a slight error in the distance between two sets of floor joint hardware for construction work, it is possible to adjust the distance in the longitudinal direction of the receiving beam body by changing the screwing condition of the bolt can do.

更に、このとき、前記取付プレート部には固定部材貫通孔が各々形成されており、前記固定部材貫通孔は、前記受梁本体部が前記部材取付部が上方に配設される状態で前記受梁載置部に載置されるとともに、前記受梁載置部が一組の前記取付プレート部間に嵌合した状態で固定された際、前記建築工事作業用床接合金物を構成する前記躯体接続部と前記受梁載置部との内隅部に渡された棒状の筋交の少なくとも一部分よりも上方に位置するように形成されており、固定手段を前記固定部材貫通孔に貫通させて固定することにより、前記筋交の上部方向への移動を規制し、前記受梁の浮き上りを防止するよう構成されていると好適である。
このように構成されているため、受梁が建築工事作業用床接合金物から浮き上ることを防止することができる。
よって、強度の高い建築工事作業用床骨組を提供することができる。
なお、「固定手段」とは、固定部材貫通孔に貫通させることが可能な部材を指し、好ましくは長尺状の棒体であると好適である。
また、具体的には、トグルピンのような部材を使用すると好適である。
Further, at this time, a fixing member through hole is formed in each of the mounting plate portions, and the fixing member through hole is configured such that the receiving beam main body portion is disposed in the state where the member mounting portion is disposed upward. The casing that is mounted on the beam mounting portion and forms the floor joint hardware for building work when the receiving beam mounting portion is fixed in a state of being fitted between the pair of mounting plate portions. It is formed so as to be positioned above at least a part of the bar-shaped braces passed to the inner corners of the connecting portion and the receiving beam placing portion, and a fixing means is passed through the fixing member through-hole. By fixing, it is preferable that the movement of the braces in the upper direction is restricted and the receiving beams are prevented from rising.
Since it is comprised in this way, it can prevent that a receiving beam floats up from the floor joint metal fittings for construction work.
Therefore, it is possible to provide a high-strength floor structure for building work.
The “fixing means” refers to a member that can be passed through the fixing member through-hole, and is preferably a long rod.
Specifically, it is preferable to use a member such as a toggle pin.

また、本発明に係る建築工事作業用床は、請求項3乃至請求項5いずれか一項に記載の建築工事作業用床骨組と、床用パネルを備えて構成される。
よって、簡易に床開口部を閉塞して足場とすることができるとともに、強度の高い建築工事作業用床を提供することができる。

In addition, a building work floor according to the present invention includes the building work floor frame according to any one of claims 3 to 5 and a floor panel.
Therefore, the floor opening can be easily closed and used as a scaffold, and a building work floor with high strength can be provided.

本発明に係る建築工事作業用床接合金物は、躯体を構成する梁形成されたボルト孔に、第1係止部と第2係止部を係止することにより、簡易に取付けることができる。
また、第1係止部と第2係止部のうち、少なくとも一方は、自由端側が受梁載置部が配設される側へ向けて屈曲しているため、一度、取付けた後、外れることを防止することができる。
更に、受梁は、通常複数の梁により略矩形状に形成される床開口部の相対向する辺上に対向するように設置された2個一組の建築工事作業用床接合金物と直交するように架橋されることとなり、これら、フレーム状の梁と、建築工事作業用床接合金物と、受梁とにより、建築工事作業用床骨組が形成される。
The floor joint hardware for construction work according to the present invention can be easily attached by locking the first locking portion and the second locking portion to the beam-formed bolt holes constituting the frame.
In addition, at least one of the first locking portion and the second locking portion is bent after the free end side is bent toward the side where the receiving beam mounting portion is disposed, so that it is detached after being attached once. This can be prevented.
Furthermore, the receiving beam is orthogonal to a pair of floor joint hardware for a construction work set so as to face each other on opposite sides of a floor opening portion that is generally formed in a substantially rectangular shape by a plurality of beams. The floor frame for building work is formed by the frame-shaped beam, the floor joint hardware for building work, and the receiving beam.

また、この受梁には、受梁本体部の両端部の相対向する2つの側面外側に各々固定される平板状の取付プレート部が備えられており、これら2枚の取付プレート部により、建築工事作業用床接合金物を構成する受梁載置部を嵌合するのみで、受梁が建築工事作業用床接合金物に簡易に取付けられる。   Further, this receiving beam is provided with a flat mounting plate portion fixed to each of the two opposite side surfaces of both ends of the receiving beam main body portion. The receiving beam can be easily attached to the floor bonding hardware for construction work only by fitting the receiving beam mounting portion constituting the floor bonding hardware for construction work.

更に、ナットが固定されたエンドプレート部へ、外側からボルトを螺子込む構成により、受梁本体部の長手方向の距離を変化させて調整することができる機構を備えている。
このため、2個一組の建築工事作業用床接合金物の距離に多少の誤差が生じても、この機構により対応することができる。
Furthermore, the structure which can adjust by changing the distance of the longitudinal direction of a receiving beam main-body part by the structure which screws in a bolt from the outer side to the end plate part to which the nut was fixed is provided.
For this reason, even if some errors occur in the distance between two sets of floor joint hardware for building work, this mechanism can be used.

また、取付プレート部には固定部材貫通孔が各々形成されており、この固定部材貫通孔へ、固定手段を貫通させて固定することにより、建築工事作業用床接合金物を構成する筋交の上部方向への移動を規制し、受梁の浮き上りを有効に防止するよう構成されている。
このため、受梁が建築工事作業用床接合金物から浮き上ることを有効に防止することができる。
よって、強度の高い建築工事作業用床骨組を提供することができる。
なお、この固定手段は、固定部材貫通孔に貫通させることが可能な部材を指し、好ましくは長尺状の棒体、具体的には、トグルピンのような部材を使用すると好適である。
また、受梁を構成する部材取付部には、床パネルや、梯子等を取付けることができるため、周辺部材をもまた簡易に取付けることができる。
In addition, fixing member through holes are formed in the mounting plate part, and by fixing the fixing means through the fixing member through holes, the upper part of the braces constituting the floor joint hardware for construction work It is configured to restrict movement in the direction and effectively prevent lifting of the receiving beam.
For this reason, it can prevent effectively that a receiving beam floats from the floor joint metal fittings for construction work.
Therefore, it is possible to provide a high-strength floor structure for building work.
The fixing means refers to a member that can be passed through the fixing member through-hole, and is preferably a long rod, specifically, a member such as a toggle pin.
Moreover, since a floor panel, a ladder, etc. can be attached to the member attachment part which comprises a receiving beam, a peripheral member can also be easily attached.

以上のように、本発明によれば、簡易に設置可能であり、床開口部を閉塞して足場とすることができる建築工事作業用床接合金物及びこれを用いた建築工事作業用床骨組、並びにこれらを用いた建築工事作業用床を提供することができる。   As described above, according to the present invention, a floor joint hardware for building work that can be easily installed and can be used as a scaffold by closing the floor opening, and a floor frame for building work using the same, In addition, it is possible to provide a building work floor using these.

本発明の一実施形態に係る接合金物を示す斜視図である。It is a perspective view which shows the joining metal fitting which concerns on one Embodiment of this invention. 本発明の一実施形態に係る接合金物を示す4面図である。It is a 4th view which shows the joining metal fitting which concerns on one Embodiment of this invention. 本発明の一実施形態に係る受梁を示す斜視図である。It is a perspective view which shows the receiving beam which concerns on one Embodiment of this invention. 本発明の一実施形態に係る受梁を示す4面図である。It is a 4th view which shows the receiving beam which concerns on one Embodiment of this invention. 本発明の一実施形態に係る受梁端部の拡大3面図である。It is an enlarged 3rd view of the receiving beam edge part which concerns on one Embodiment of this invention. 本発明の一実施形態に係る受梁の幅調整機能を示す説明図である。It is explanatory drawing which shows the width adjustment function of the receiving beam which concerns on one Embodiment of this invention. 本発明の一実施形態に係る開口部分を示す説明図である。It is explanatory drawing which shows the opening part which concerns on one Embodiment of this invention. 本発明の一実施形態に係る接合金物の取付け状態を示す説明図である。It is explanatory drawing which shows the attachment state of the joining metal fitting which concerns on one Embodiment of this invention. 本発明の一実施形態に係る接合金物の取付け方法を示す説明図である。It is explanatory drawing which shows the attachment method of the metal fitting which concerns on one Embodiment of this invention. 本発明の一実施形態に係る接合金物が取付けられた状態を示す説明図である。It is explanatory drawing which shows the state in which the joint metal fitting which concerns on one Embodiment of this invention was attached. 本発明の一実施形態に係る受梁の取付け状態を示す説明図である。It is explanatory drawing which shows the attachment state of the receiving beam which concerns on one Embodiment of this invention. 本発明の一実施形態に係る受梁と接合金物の接合の様子を示す説明図である。It is explanatory drawing which shows the mode of joining of the receiving beam and joining metal fitting which concern on one Embodiment of this invention. 本発明の一実施形態に係る接合金物に受梁が取付けられた状態を示す説明図である。It is explanatory drawing which shows the state by which the receiving beam was attached to the metal joint which concerns on one Embodiment of this invention. 本発明の一実施形態に係る受梁の浮き上り防止機能を示す説明図である。It is explanatory drawing which shows the floating prevention function of a receiving beam which concerns on one Embodiment of this invention. 本発明の一実施形態に係る梯子の取付け状態を示す説明図である。It is explanatory drawing which shows the attachment state of the ladder which concerns on one Embodiment of this invention. 本発明の一実施形態に係るパネルの取付け状態を示す説明図である。It is explanatory drawing which shows the attachment state of the panel which concerns on one Embodiment of this invention. 本発明の一実施形態に係る手摺の取付け状態を示す説明図である。It is explanatory drawing which shows the attachment state of the handrail which concerns on one Embodiment of this invention. 本発明の一実施形態に係る梯子上り口に開口が形成された様子を示す説明図である。It is explanatory drawing which shows a mode that opening was formed in the ladder uphole which concerns on one Embodiment of this invention.

以下、本発明の一実施形態を図面に基づいて説明する。
なお、以下に説明する構成は本発明を限定するものでなく、本発明の趣旨の範囲内で
種々改変することができるものである。
本実施形態は、簡易に設置可能であり、床開口部を閉塞して足場とすることができる建築工事作業用床接合金物及びこれを用いた建築工事作業用床骨組、並びにこれらを用いた建築工事作業用床に関するものである。
Hereinafter, an embodiment of the present invention will be described with reference to the drawings.
Note that the configuration described below does not limit the present invention and can be variously modified within the scope of the gist of the present invention.
The present embodiment can be easily installed, and a floor joint hardware for building work that can be used as a scaffold by closing the floor opening, a floor frame for building work using the same, and a building using these It relates to the floor for construction work.

図1乃至図18は、本発明に係る一実施形態を示すものであり、図1は接合金物を示す斜視図、図2は接合金物を示す4面図、図3は受梁を示す斜視図、図4は受梁を示す4面図、図5は受梁端部の拡大3面図、図6は受梁の幅調整機能を示す説明図、図7は開口部分を示す説明図、図8は接合金物の取付け状態を示す説明図、図9は接合金物の取付け方法を示す説明図、図10は接合金物が取付けられた状態を示す説明図、図11は受梁の取付け状態を示す説明図、図12は受梁と接合金物の接合の様子を示す説明図、図13は接合金物に受梁が取付けられた状態を示す説明図、図14は受梁の浮き上り防止機能を示す説明図、図15は梯子の取付け状態を示す説明図、図16はパネルの取付け状態を示す説明図、図17は手摺の取付け状態を示す説明図、図18は梯子上り口に開口が形成された様子を示す説明図である。   1 to 18 show an embodiment according to the present invention. FIG. 1 is a perspective view showing a metal joint, FIG. 2 is a four-view diagram showing the metal joint, and FIG. 3 is a perspective view showing a receiving beam. 4 is a four-sided view showing the receiving beam, FIG. 5 is an enlarged three-sided view of the end of the receiving beam, FIG. 6 is an explanatory diagram showing the width adjustment function of the receiving beam, and FIG. 8 is an explanatory view showing the attachment state of the joint hardware, FIG. 9 is an explanatory view showing the attachment method of the joint hardware, FIG. 10 is an explanatory view showing a state where the joint hardware is attached, and FIG. 11 is an attachment state of the receiving beam. FIG. 12 is an explanatory view showing a state of joining of the receiving beam and the joint metal, FIG. 13 is an explanatory view showing a state where the receiving beam is attached to the joint hardware, and FIG. 14 shows a function of preventing the lifting of the receiving beam. FIG. 15 is an explanatory view showing the attachment state of the ladder, FIG. 16 is an explanatory view showing the attachment state of the panel, and FIG. The illustration shown, FIG. 18 is an explanatory view showing a state in which an opening is formed in a ladder ascent.

まず、図1及び図2により、建築工事作業用床接合金物1(以下、単に「接合金物1」と記す)の構造を説明する。
図1及び図2に示すように、本実施形態に係る接合金物1は、金物本体部11、筋交12、第1係止部13、第2係止部14を有して構成されている。
First, referring to FIGS. 1 and 2, the structure of a floor joint hardware 1 for construction work (hereinafter simply referred to as “joint hardware 1”) will be described.
As shown in FIGS. 1 and 2, the metal joint 1 according to the present embodiment includes a hardware main body 11, a bracing 12, a first locking part 13, and a second locking part 14. .

本実施形態に係る金物本体部11は、平板矩形状鋼板の躯体接続部11aと、この躯体接続部11aの一辺上から略垂直に延出する平板矩形状鋼板の受梁載置部11bと、この受梁載置部11bの一辺上(躯体接続部11aが延出している辺と対向する辺上)より、躯体接続部11aが延出する方向と同方向に略垂直に延出する平板矩形状鋼板の垂下部11cと、を有して構成されている。   The hardware main body 11 according to the present embodiment includes a frame connecting portion 11a of a flat plate rectangular steel plate, a receiving beam mounting portion 11b of a flat plate rectangular steel plate extending substantially vertically from one side of the housing connecting portion 11a, A flat plate rectangle extending substantially perpendicularly in the same direction as the direction in which the housing connecting portion 11a extends from one side of this receiving beam placing portion 11b (on the side facing the side where the housing connecting portion 11a extends). And a hanging portion 11c of a shaped steel plate.

なお、本実施形態においては、受梁載置部11bと躯体接続部11aの自由端までの距離は、受梁載置部11bと垂下部11cの自由端までの距離よりも大きくなるように構成されている。
つまり、躯体接続部11aの上下方向の長さは、垂下部11cの上下方向(受梁載置部11bを地表に対し水平とするとともに、躯体接続部11a及び垂下部11cを地表に近づく側に配設した場合の上下方向を指す)の長さよりも大きくなるように構成されている。
また、躯体接続部11aの上方には第1貫通孔111が穿孔されているとともに、下方には第2貫通孔112が形成されている。
In the present embodiment, the distance between the receiving beam placing portion 11b and the free end of the housing connecting portion 11a is configured to be larger than the distance between the receiving beam placing portion 11b and the free end of the hanging portion 11c. Has been.
That is, the vertical length of the frame connecting portion 11a is the vertical direction of the hanging portion 11c (the receiving beam placing portion 11b is horizontal with respect to the ground surface, and the frame connecting portion 11a and the hanging portion 11c are on the side closer to the ground surface. It is configured to be longer than the length of the vertical direction when it is disposed.
A first through hole 111 is drilled above the housing connecting portion 11a, and a second through hole 112 is formed below.

本実施形態に係る筋交12は、断面円形状の棒状丸型鋼管であり、受梁載置部11bの裏面(下方を向く面:躯体接続部11a及び垂下部11cが配設される側の面)の長手方向(躯体接続部11aと垂下部11cとの間を渡るように)に沿って配設されるとともに、垂下部11cと躯体接続部11aの連続部付近で折れ曲がり、躯体接続部11a内面(垂下部11cと対向する側の面)下部にその端部が溶接されている。   The bracing 12 according to the present embodiment is a rod-shaped round steel pipe having a circular cross section, and the back surface of the receiving beam mounting portion 11b (the surface facing downward: the side on which the housing connecting portion 11a and the hanging portion 11c are disposed). Surface) in a longitudinal direction (so as to cross between the housing connecting portion 11a and the hanging portion 11c), and bends in the vicinity of the continuous portion of the hanging portion 11c and the housing connecting portion 11a. The end is welded to the lower part of the inner surface (the surface on the side facing the hanging part 11c).

つまり、折れ曲がり部分から躯体接続部11a下部へ斜方向へ下るように渡されて、筋交としての補強となるよう構成されている。
また、躯体接続部11a上部側の端部は、躯体接続部11a上部に形成された第1貫通孔111から突出しており、その先端部は上部方向に折り曲げられ、フック状に形成されている。
なお、この第1貫通孔111から突出したフック状の部分は、「第1係止部13」となる。
また、第1係止部13は、第1貫通孔111から突出した状態で溶接により固定されている。
That is, it is passed from the bent part to the lower part of the housing connecting part 11a in an oblique direction so as to be reinforced as a bracing.
Moreover, the edge part of the upper side of the housing connection part 11a protrudes from the 1st through-hole 111 formed in the housing connection part 11a upper part, The front-end | tip part is bend | folded upwards, and is formed in hook shape.
The hook-shaped portion protruding from the first through hole 111 becomes the “first locking portion 13”.
Moreover, the 1st latching | locking part 13 is being fixed by welding in the state protruded from the 1st through-hole 111. FIG.

この第1係止部13の先端部は、鋼材に形成された孔を貫通することを容易にするため、テーパ状に形成されている。
このため、接合金物1を取付ける作業が容易になり、作業性が向上する。
The tip end portion of the first locking portion 13 is formed in a tapered shape so as to easily penetrate the hole formed in the steel material.
For this reason, the operation | work which attaches the joining metal fitting 1 becomes easy, and workability | operativity improves.

また、本実施形態に係る第2係止部14は、断面円形状の棒状丸型鋼管であり、第2貫通孔112から突出した状態で溶接により固定されている。
この第2係止部14の先端部は、第1係止部13と同様に、鋼材に形成された孔を貫通することを容易にするため、テーパ状に形成されている。
Moreover, the 2nd latching | locking part 14 which concerns on this embodiment is a rod-shaped round steel pipe with a circular cross section, and is being fixed by welding in the state protruded from the 2nd through-hole 112. FIG.
The tip of the second locking portion 14 is formed in a tapered shape in order to make it easy to pass through a hole formed in the steel material, like the first locking portion 13.

次いで、図3乃至図6により、受梁2の構造を説明する。
本実施形態に係る受梁2は、受梁本体部21、部材取付部22、部材取付部支持部23,23、2組の取付プレート部24,24、エンドプレート部25,25を有して構成されている。
Next, the structure of the receiving beam 2 will be described with reference to FIGS.
The receiving beam 2 according to the present embodiment includes a receiving beam main body portion 21, a member mounting portion 22, member mounting portion support portions 23 and 23, two sets of mounting plate portions 24 and 24, and end plate portions 25 and 25. It is configured.

本実施形態に係る受梁本体部21は、長尺の角形鋼管で構成されている。
また、本実施形態に係る部材取付部22は、長尺の丸型鋼管で構成されている。
本実施形態に係る部材取付部支持部23,23は、短くカットされた丸型鋼管であり、受梁本体部21の天面長手方向両端部及び部材取付部22の長手方向両端部に溶接され、受梁本体部21と部材取付部22とを架橋連結する。
The receiving beam main body portion 21 according to the present embodiment is composed of a long square steel pipe.
Moreover, the member attachment part 22 which concerns on this embodiment is comprised by the elongate round steel pipe.
The member attachment portion support portions 23, 23 according to the present embodiment are round steel pipes that are cut short, and are welded to both the top surface longitudinal direction both ends of the receiving beam main body portion 21 and the longitudinal direction both ends of the member attachment portion 22. The receiving beam main body 21 and the member mounting portion 22 are bridge-connected.

また、取付プレート部24は、略矩形平板状のプレートであり、受梁本体部21の両側面長手方向両端部に2枚ずつ相対向するように溶接される。
取付プレート部24には、固定部材貫通孔24aが形成されている。
なお、この相対向する取付プレート24,24で形成される空間を「接合金物配設凹部R」と記す。
The mounting plate portion 24 is a substantially rectangular flat plate, and is welded so as to face each other at both ends in the longitudinal direction of both side surfaces of the receiving beam main body portion 21.
A fixing member through hole 24 a is formed in the mounting plate portion 24.
In addition, the space formed by the mounting plates 24 and 24 facing each other is referred to as a “joint metal fitting recess R”.

この相対向する一組の取付プレート24,24間の距離(接合金物配設凹部Rの幅)は、接合金物1を構成する受梁載置部11bの幅とほぼ同一となるように構成されている。
つまり、取付プレート24,24間(接合金物配設凹部R)に、受梁載置部11bが嵌合するように構成されている。
換言すれば、受梁載置部11bを取付プレート24,24間(接合金物配設凹部R)に圧入することにより、受梁2を接合金物1に取付けることができるように構成されている。
The distance between the pair of mounting plates 24, 24 facing each other (the width of the bonding hardware mounting recess R) is configured to be substantially the same as the width of the receiving beam mounting portion 11 b that forms the bonding hardware 1. ing.
In other words, the receiving beam placing portion 11b is configured to fit between the mounting plates 24 and 24 (joint fitting disposing recess R).
In other words, the receiving beam 2 can be attached to the metal fitting 1 by press-fitting the receiving beam mounting portion 11b between the mounting plates 24 and 24 (the metal fitting arrangement concave portion R).

本実施形態に係るエンドプレート部25は、略矩形状のプレートであり、受梁本体部21の内孔断面と整合する形状をしている。
また、エンドプレート部25の中央部には、ボルト取付孔25aが形成されている。
エンドプレート部25,25は、受梁本体部21の両端開口部に嵌入されて溶接される。
つまり、受梁本体部21の両端開口部は、エンドプレート部25,25で閉塞される(エンドプレート25,25が蓋となる)こととなる。
The end plate portion 25 according to the present embodiment is a substantially rectangular plate and has a shape that matches the inner hole cross section of the receiving beam main body portion 21.
A bolt mounting hole 25 a is formed at the center of the end plate portion 25.
The end plate portions 25 and 25 are fitted into the opening portions at both ends of the receiving beam main body portion 21 and are welded.
That is, the opening portions at both ends of the receiving beam main body portion 21 are closed by the end plate portions 25 and 25 (the end plates 25 and 25 serve as lids).

なお、このエンドプレート25の裏側面(受梁本体部21の内孔部を向く面)には、ナットNが溶接されている。
このナットNは、その内孔がボルト取付孔25aと整合するように溶接されている。
つまり、ナットNの内孔とボルト取付孔25aとは同心に配設され、連通している。
A nut N is welded to the back side surface of the end plate 25 (the surface facing the inner hole portion of the receiving beam main body portion 21).
The nut N is welded so that its inner hole is aligned with the bolt mounting hole 25a.
That is, the inner hole of the nut N and the bolt mounting hole 25a are disposed concentrically and communicate with each other.

図6によりナットNとボルトBによるスペーサ機能を説明する。
図6(a)は、ボルトBを浅く螺子込んだ位置であり、図6(b)は、ボルトBを深く螺子込んだ位置である。
これらが示すように、図6(a)と図6(b)とでは、距離tの差ができる。
前述のように、この構成は受梁本体部21の両端部に配設されているため、受梁2の長さを距離2t分調整することができる。
The spacer function by the nut N and the bolt B will be described with reference to FIG.
6A shows a position where the bolt B is screwed shallowly, and FIG. 6B shows a position where the bolt B is screwed deeply.
As these show, there is a difference in the distance t between FIG. 6A and FIG. 6B.
As described above, since this configuration is disposed at both ends of the receiving beam main body 21, the length of the receiving beam 2 can be adjusted by the distance 2t.

よって、受梁2を配設する場所の幅に誤差がある場合であっても、ボルトBの螺子込みの程度を変更することにより、最大距離2t分を調整することができる。
また、このように受梁2の長さを調整することにより、受梁本体部21を界壁用胴差Dと吹抜け用横梁H2との間に確実に固定することができる。
換言すると、一定のテンションを有する状態で、受梁本体部21を界壁用胴差Dと吹抜け用横梁H2との間に圧入することができる。
つまり、エンドプレート25に取付けられたナットNとボルトBにより、スペーサ機能を付与することができる。
Therefore, even if there is an error in the width of the place where the receiving beam 2 is disposed, the maximum distance 2t can be adjusted by changing the degree of screwing of the bolt B.
In addition, by adjusting the length of the receiving beam 2 in this manner, the receiving beam main body 21 can be reliably fixed between the field wall trunk difference D and the blow-through horizontal beam H2.
In other words, the receiving beam main body portion 21 can be press-fitted between the field wall trunk difference D and the blow-through horizontal beam H2 with a certain tension.
That is, the spacer function can be provided by the nut N and the bolt B attached to the end plate 25.

次いで、図7乃至図17により、接合金物1及び受梁2を使用して建築工事作業用床S(以下、単に「作業用床S」と記す)。
本実施形態に係る作業用床Sは、図7に示すように床の開口が形成される床開口部Zに配設される。
Next, referring to FIGS. 7 to 17, the building work floor S (hereinafter, simply referred to as “work floor S”) using the joint hardware 1 and the receiving beam 2.
The working floor S according to the present embodiment is disposed in a floor opening Z where a floor opening is formed as shown in FIG.

図8に示すように、本実施形態に係る床開口部Zは、鋼製の界壁用胴差Dと、この界壁用胴差Dと略垂直になるように水平方向に相対向して延出した吹抜け用縦梁H1,H1と、界壁用胴差Dと相対向するように配設された吹抜け用横梁H2とで、略矩形フレーム状に囲われた開口として形成されている。
なお、この吹抜け用横梁H2と略垂直となるように、床梁H3が延設されて、床構造をとっている。
また、界壁用胴差D、吹抜け用縦梁H1、吹抜け用横梁H2が、「躯体構成鋼製部材」に相当する。
As shown in FIG. 8, the floor opening Z according to the present embodiment has a steel field wall trunk difference D and a horizontal difference so as to be substantially perpendicular to the field wall trunk difference D. The extended blowout vertical beams H1 and H1 and the blowout horizontal beam H2 disposed so as to face the field wall trunk difference D are formed as an opening surrounded by a substantially rectangular frame shape.
In addition, the floor beam H3 is extended so as to be substantially perpendicular to the blowout horizontal beam H2 to form a floor structure.
Further, the field wall trunk difference D, the blow-through vertical beam H1, and the blow-through horizontal beam H2 correspond to the “body-constituting steel member”.

まず、接合金物1は、界壁用胴差Dの床開口部Z内側面、及び吹抜け用横梁H2の床開口部Z内側面に取付けられる。
本実施形態においては、界壁用胴差Dに取付けられる接合金物1と、これに対向するように吹抜け用横梁H2に取付けられる接合金物1を1セットとして、4セットの接合金物1,1(計8個)が取付けられる。
First, the joint hardware 1 is attached to the inner side surface of the floor opening Z of the field wall trunk difference D and the inner side surface of the floor opening Z of the blow-by horizontal beam H2.
In the present embodiment, a set of the joint hardware 1 attached to the field wall trunk difference D and the joint hardware 1 attached to the blowout horizontal beam H2 so as to face the joint hardware 1 is provided as four sets of joint hardware 1, 1 ( A total of 8) is attached.

このとき、1セットを構成する接合金物1,1は、一方の接合金物1の躯体接続部11aが、界壁用胴差Dの床開口部Z内側面に取付けられるとともに、他方の接合金物1の躯体接続部11aは、吹抜け用横梁H2の床開口部Z内側面に取付けられる。
つまり、1セットを構成する接合金物1,1は、垂下部11c,11cが対向して配設されることとなる。
At this time, the metal joints 1 and 1 constituting one set have the housing connection part 11a of one metal joint 1 attached to the inner surface of the floor opening Z of the field wall trunk difference D and the other metal joint 1 The frame connecting portion 11a is attached to the inner side surface of the floor opening Z of the blow-through horizontal beam H2.
In other words, the hanging metal parts 1 and 1 constituting one set are disposed so that the hanging parts 11c and 11c face each other.

図9及び図10により、接合金物1の取付け方法を説明する。
鋼製の吹抜け用横梁H2には、上下方向に並列して第1取付孔H2a及び第2取付孔H2bが形成されている。
この第1取付孔H2a及び第2取付孔H2bの径は、第1係止部13及び第2係止部14の径より僅かに大きく形成されており、第1係止部13及び第2係止部14が貫通可能となっている。
A method for attaching the metal joint 1 will be described with reference to FIGS. 9 and 10.
A first mounting hole H2a and a second mounting hole H2b are formed in parallel in the vertical direction in the steel blowout horizontal beam H2.
The diameters of the first mounting hole H2a and the second mounting hole H2b are slightly larger than the diameters of the first locking portion 13 and the second locking portion 14, and the first locking portion 13 and the second locking hole 14 are formed. The stop part 14 can be penetrated.

また、第1取付孔H2aと第2取付孔H2bとの間の距離は、躯体接続部11a上での第1係止部13と第2係止部14との間の距離とほぼ同一となるように形成されている。
図9に示すように、接合金物1は、第1取付孔H2aに第1係止部13を挿入するとともに、第2取付孔H2bに第2係止部14を挿入することにより吹抜け用横梁H2に取付けられる。
Further, the distance between the first mounting hole H2a and the second mounting hole H2b is substantially the same as the distance between the first locking part 13 and the second locking part 14 on the housing connecting part 11a. It is formed as follows.
As shown in FIG. 9, the joint hardware 1 inserts the first locking portion 13 into the first mounting hole H2a, and inserts the second locking portion 14 into the second mounting hole H2b, thereby blowing the horizontal beam H2 for blow-through. Mounted on.

このとき、前述の通り、第1係止部13及び第2係止部14の先端部はテーパ状に形成されているため、第1係止部13及び第2係止部14を、吹抜け用横梁H2に形成された第1取付孔H2aと第2取付孔H2bに容易に貫通させることができる。
図10に、接合金物1が吹抜け用横梁H2に取付けられた様子を示す。
このように、接合金物1は、第1係止部13及び第2係止部14を、吹抜け用横梁H2に形成された第1取付孔H2aと第2取付孔H2bに貫通させることによって取付けられる。
なお、界壁用胴差Dにも同様に孔が形成されており、同様に接合金物1が取付けられる。
At this time, as described above, since the tip end portions of the first locking portion 13 and the second locking portion 14 are formed in a tapered shape, the first locking portion 13 and the second locking portion 14 are used for blowout. The first mounting hole H2a and the second mounting hole H2b formed in the cross beam H2 can be easily penetrated.
FIG. 10 shows a state in which the metal joint 1 is attached to the blowout horizontal beam H2.
As described above, the metal fitting 1 is attached by penetrating the first locking portion 13 and the second locking portion 14 through the first mounting hole H2a and the second mounting hole H2b formed in the blowout horizontal beam H2. .
Similarly, a hole is formed in the field wall trunk difference D, and the metal fitting 1 is attached in the same manner.

次いで、図11乃至頭14により、受梁2の取付け方法を説明する。
受梁2は、図11及び図12に示すように、1セットの接合金物1,1に渡って取付けられる。
Next, a method for attaching the receiving beam 2 will be described with reference to FIGS.
As shown in FIGS. 11 and 12, the receiving beam 2 is attached over one set of the joint hardware 1 and 1.

図11及び図12に示すように、受梁2は、2組の取付プレート部24,24で接合金物1を挟み込む(受梁載置部11bを取付プレート24,24間(接合金物配設凹部R)に圧入する)とともに、接合金物1を構成する受梁載置部11b上に受梁本体部21の底面部(部材取付部支持部23,23が立設する面と対向する面)を載置させた状態で、接合金物1に取付けられる。   As shown in FIG. 11 and FIG. 12, the receiving beam 2 sandwiches the metal joint 1 between the two sets of mounting plate portions 24, 24 (the receiving beam mounting portion 11b is placed between the mounting plates 24, 24 (the joint metal mounting concave portion). R) and a bottom surface portion of the receiving beam main body portion 21 (a surface opposite to the surface on which the member mounting portion support portions 23 and 23 are erected) on the receiving beam mounting portion 11 b constituting the metal fitting 1. It is attached to the metal joint 1 in a state where it is placed.

このように受梁2が接合金物1に取付けられた様子を図13に示す。
図13に示すように、本実施形態に係る受梁2は、界壁用胴差Dに取付けられた接合金物1及び吹抜け用横梁H2に取付けられた接合金物1との間に、界壁用胴差D及び吹抜け用横梁H2間を架橋するように渡される。
FIG. 13 shows how the receiving beam 2 is attached to the metal joint 1 in this way.
As shown in FIG. 13, the receiving beam 2 according to the present embodiment is for the field wall between the joint metal 1 attached to the field wall trunk difference D and the joint metal 1 attached to the blowout horizontal beam H2. It is handed over so as to bridge between the trunk difference D and the blowout horizontal beam H2.

このとき、受梁2の浮き上がり防止のために、浮き上がり防止機構Kを配設しておくと好適である。
この浮き上がり防止機構Kの構成を図14に示す。
図14に示すように、本実施形態に係る浮き上がり防止機構Kは、トグルピンK1及びワイヤK2により構成されている。
At this time, in order to prevent the receiving beam 2 from being lifted up, it is preferable to arrange a lifting prevention mechanism K in advance.
FIG. 14 shows the configuration of the lifting prevention mechanism K.
As shown in FIG. 14, the lifting prevention mechanism K according to the present embodiment includes a toggle pin K1 and a wire K2.

予め、図14(a)に示すように、ワイヤK2は、接合金物1を構成する筋交12部分に引っ掛けられており、その両端部は、トグルピンK1の揺動側端部に固定されている。
つまり、トグルピンK1は、ワイヤK2よって、接合金物1を構成する筋交12にぶら下げられた状態でセットされている。
なお、このトグルピンK1が「固定手段」に相当し、本実施形態においては、トグルピンK1を使用した例を開示する。
As shown in FIG. 14 (a), the wire K2 is hooked on the bracing portion 12 constituting the metal joint 1 in advance, and both end portions thereof are fixed to the swing side end portions of the toggle pin K1. .
That is, the toggle pin K1 is set in a state of being hung by the brace 12 constituting the metal joint 1 by the wire K2.
The toggle pin K1 corresponds to “fixing means”, and in the present embodiment, an example using the toggle pin K1 is disclosed.

この状態で、受梁2を構成する取付プレート24に形成された固定部材貫通孔24a,24aにトグルピンK1を貫通させる。
つまり、トグルピンK1は、その支点側端部と揺動側端部が外側へ突出するように、固定部材貫通孔24a,24aを貫通させられる。
そして、支点側部分を回動させて抜けることが無いよう固定される。
In this state, the toggle pin K1 is passed through the fixing member through holes 24a and 24a formed in the mounting plate 24 constituting the receiving beam 2.
That is, the toggle pin K1 is allowed to pass through the fixing member through holes 24a and 24a so that the fulcrum side end and the swing side end protrude outward.
Then, the fulcrum side portion is fixed so as not to come off by turning.

このように、トグルピンK1が、固定部材貫通孔24a,24aを貫通しているため、このトグルピンK1は、筋交部材12の斜辺部分の上部に配設されることとなる。
よって、受梁2が、接合金物1から浮き上ろうとする力が作用しても、筋交部材12の斜辺部分の移動がトグルピンK1により規制されるため、受梁2が浮き上がることが阻止される。
In this way, since the toggle pin K1 passes through the fixing member through holes 24a and 24a, the toggle pin K1 is disposed on the upper side of the oblique side portion of the muscle member 12.
Therefore, even if a force is applied to the receiving beam 2 to lift from the metal fitting 1, the movement of the oblique side portion of the bracing member 12 is restricted by the toggle pin K1, and thus the receiving beam 2 is prevented from being lifted. .

このように、受梁2が配設された後、次に(必要であれば)、図15に示すように、梯子Uを設置する。
なお、界壁用胴差D、吹抜け用縦梁H1,H1、吹抜け用横梁H2で形成されるフレーム状骨組と、接合金物1、受梁2で、「建築工事作業用床骨組」を構成する。
梯子Uの上端部には、係止部U1,U1が配設されている。
この係止部U1,U1は、鉤状のフックである。
梯子Uは、係止部U1,U1を、受梁2を構成する部材取付部22に係止する(フック状の係止部U1,U1を、丸棒状の部材取付分22に引っ掛ける)ことにより、受梁2に取付けられる。
In this way, after the receiving beam 2 is arranged, next (if necessary), a ladder U is installed as shown in FIG.
The frame-like frame formed by the field wall trunk difference D, the blow-through vertical beams H1 and H1, and the blow-through horizontal beam H2, the joint hardware 1 and the receiving beam 2 constitute a “floor frame for building work”. .
At the upper end of the ladder U, locking portions U1, U1 are arranged.
The locking portions U1, U1 are hook-shaped hooks.
The ladder U locks the locking portions U1, U1 to the member mounting portion 22 constituting the receiving beam 2 (the hook-shaped locking portions U1, U1 are hooked on the round bar-shaped member mounting portion 22). , Attached to the receiving beam 2.

次いで、図16に示すように、界壁用胴差Dと、吹抜け用縦梁H1,H1と、吹抜け用横梁H2とで構成された略矩形フレーム状の床開口部ZにパネルPを取付ける。
本実施形態においては、パネルPとして、矩形状のパネルピースP1,P2,P3を組み合わせたものを使用する。
Next, as shown in FIG. 16, the panel P is attached to the floor opening Z having a substantially rectangular frame shape composed of the field wall trunk difference D, the blow-through vertical beams H <b> 1 and H <b> 1, and the blow-through horizontal beam H <b> 2.
In the present embodiment, a combination of rectangular panel pieces P1, P2, and P3 is used as the panel P.

はめ込み方は、ほぼ同様であるため、パネルピースP1を例に取って説明する。
パネルピースP1は、長方形状のパネルであり、その4隅には、直方体状の第1係止片P1a及び第2係止片P1bが突設されている。
Since the method of fitting is almost the same, the panel piece P1 will be described as an example.
The panel piece P1 is a rectangular panel, and a rectangular parallelepiped first locking piece P1a and a second locking piece P1b project from the four corners.

また、その内部には、パネル開口P1cが形成されており、このパネル開口P1cは、取外し可能なパネル蓋部P1dにより被覆されている。
なお、このパネル蓋部P1dの短辺は、パネル開口P1cの短辺よりも若干短くなるように構成されており、このため、パネル蓋部P1dを設置すると、片側に手摺設置間隙P11が形成される。この間隙に手摺が設置される。
第1係止片P1aと第2係止片P1bとの間の距離は、受梁2を構成する部材取付部22の径とほぼ同一となるように構成されており、この第1係止片P1aと第2係止片P1bとの間に部材取付部22を圧入することにより、パネルピースP1を受梁2に取付ける。
In addition, a panel opening P1c is formed inside, and the panel opening P1c is covered with a removable panel lid P1d.
Note that the short side of the panel lid P1d is configured to be slightly shorter than the short side of the panel opening P1c. Therefore, when the panel lid P1d is installed, a handrail installation gap P11 is formed on one side. The A handrail is installed in this gap.
The distance between the first locking piece P1a and the second locking piece P1b is configured to be substantially the same as the diameter of the member mounting portion 22 constituting the receiving beam 2, and this first locking piece. The panel piece P1 is attached to the receiving beam 2 by press-fitting the member attachment portion 22 between P1a and the second locking piece P1b.

なお、本実施形態においては、パネルピースP3には、第1係止片P1a及び第2係止片P1bは形成されておらず、このパネルピースP3は、パネルピースP1,P2間の間隙を埋めるように覆設される。   In the present embodiment, the first locking piece P1a and the second locking piece P1b are not formed on the panel piece P3, and this panel piece P3 fills the gap between the panel pieces P1 and P2. So as to be laid.

次いで、手摺Qを取付ける。
図17に示すように、手摺Q1,Q2は、その脚部が、パネル開口P1cの内周部とパネル蓋部P1d端辺との間に形成される手摺設置間隙P11に予めセットされた鋼管に挿入されることにより立設される。
また、手摺Q3は、その脚部が、パネルピースP1天端に予め穿孔された手摺設置孔P12に挿入されることにより立設される。
このように、梯子U上部の開口と、その開口を囲む手摺Qが設置された作業用の足場が簡易に形成される。
なお、なお、界壁用胴差D、吹抜け用縦梁H1,H1、吹抜け用横梁H2で形成されるフレーム状骨組と、接合金物1、受梁2、パネルPで作業用床S(「建築工事作業用床」)を構成する。
Next, the handrail Q is attached.
As shown in FIG. 17, the handrails Q1 and Q2 are made of steel pipes whose legs are set in advance in a handrail installation gap P11 formed between the inner periphery of the panel opening P1c and the end of the panel lid P1d. It is erected by being inserted.
Further, the handrail Q3 is erected by inserting a leg portion thereof into a handrail installation hole P12 previously drilled in the top end of the panel piece P1.
In this way, the working scaffold in which the opening at the top of the ladder U and the handrail Q surrounding the opening are installed is easily formed.
It should be noted that the work frame S (“architecture”) is composed of a frame-like frame formed by the field wall trunk difference D, the blow-through vertical beams H1, H1, and the blow-through horizontal beam H2, the joint hardware 1, the receiving beam 2, and the panel P. Construction floor ").

その後、必要であれば、図18に示すように、パネルピースP1の蓋部P1dを開口し、パネル開口P1cを露出させることができる。
このように、パネルピースP1の蓋部P1dを開口すると、梯子Uの上り口に開口が現れるため、作業員の通行や資材等の搬出入を行うことができる。
つまり、パネルピースP1の蓋部P1dを開閉することにより、作業用足場を簡易に設置したり除去したりすることができる。
また、パネル開口P1cよりも大きな部材を上げる場合には、パネルピースP2,P3や、受梁2を外すことにより対応することも可能である。
Thereafter, if necessary, as shown in FIG. 18, the lid P1d of the panel piece P1 can be opened to expose the panel opening P1c.
In this way, when the lid P1d of the panel piece P1 is opened, an opening appears at the ascending opening of the ladder U, so that workers can pass and materials can be carried in and out.
That is, by opening and closing the lid part P1d of the panel piece P1, the work scaffold can be easily installed or removed.
Moreover, when raising a member larger than the panel opening P1c, it is also possible to cope by removing the panel pieces P2 and P3 and the receiving beam 2.

以上のように、本実施形態に係る接合金物1によれば、受梁2を介して、簡易に作業用の足場を形成することができる。
また、これらは、鋼製部材であり、各々組み付けられているため、ずれたりすることがなく、作業性がより向上する。
As described above, according to the metal joint 1 according to the present embodiment, a working scaffold can be easily formed via the receiving beam 2.
Moreover, since these are steel members and are each assembled | attached, it does not shift | deviate and workability | operativity improves more.

1 接合金物(建築工事作業用床接合金物)
2 受梁
11 金物本体部
11a 躯体接続部
11b 受梁載置部
11c 垂下部
12 筋交
13 第1係止部
14 第2係止部
21 受梁本体部
22 部材取付部
23 部材取付部支持部
24 取付プレート部
24a 固定部材貫通孔
25 エンドプレート部
25a ボルト取付孔
111 第1貫通孔
112 第2貫通孔
B ボルト
D 界壁用胴差
H1 吹抜け用縦梁
H2 吹抜け用横梁
H2a 第1取付孔
H2b 第2取付孔
H3 床梁
K 浮き上がり防止機構
K1 トグルピン(固定手段)
K2 ワイヤ
N ナット
P パネル
P1,P2,P3 パネルピース
P1a 第1係止片
P1b 第2係止片
P1c パネル開口
P1d 蓋部
P11 手摺設置間隙
P12 手摺設置孔
Q(Q1,Q2,Q3) 手摺
R 接合金物配設凹部
S 作業用床(建築工事用床)
U 梯子
U1 係止部
Z 床開口部
1 Bonding hardware (floor bonding hardware for construction work)
2 receiving beam 11 hardware main body part 11a frame connecting part 11b receiving beam mounting part 11c hanging part 12 bracing 13 first locking part 14 second locking part 21 receiving beam body part 22 member mounting part 23 member mounting part support part 24 mounting plate portion 24a fixing member through hole 25 end plate portion 25a bolt mounting hole 111 first through hole 112 second through hole B bolt D body wall trunk difference H1 blow-through vertical beam H2 blow-through horizontal beam H2a first mounting hole H2b Second mounting hole H3 Floor beam K Lifting prevention mechanism K1 Toggle pin (fixing means)
K2 wire N nut P panel P1, P2, P3 panel piece P1a first locking piece P1b second locking piece P1c panel opening P1d lid P11 handrail installation gap P12 handrail installation hole Q (Q1, Q2, Q3) handrail R joint Hardware installation recess S Work floor (Building floor)
U Ladder U1 Locking part Z Floor opening

Claims (6)

建築工事現場において足場を設置するための建築工事作業用床接合金物であって、
該建築工事作業用床接合金物は、
平板状の躯体接続部と、
該躯体接続部より略垂直に延出した平板状の受梁載置部と、を有して構成されており、
前記躯体接続部には、前記受梁載置部が延出する方向と逆方向へ向けて突出した突起状の第1係止部及び第2係止部が形成されており、
前記第1係止部及び前記第2係止部のうち、少なくとも一方は自由端側が前記受梁載置部が配設される側へ向けて屈曲しており、
前記躯体接続部と前記受梁載置部との内隅部には、棒状の筋交が渡されており、
前記第1係止部及び前記第2係止部のうち、少なくとも一方は、前記躯体接続部を貫通した前記筋交の先端部分であることを特徴とする建築工事作業用床接合金物。
A floor joint hardware for construction work for installing a scaffolding at a construction site,
The floor joint hardware for construction work is
A plate-shaped housing connection part;
A plate-shaped receiving beam mounting portion extending substantially perpendicularly from the housing connecting portion,
The housing connecting portion is formed with a projecting first locking portion and a second locking portion protruding in a direction opposite to the direction in which the receiving beam mounting portion extends,
At least one of the first locking portion and the second locking portion has a free end bent toward the side where the receiving beam placement portion is disposed ,
A rod-shaped brace is passed to the inner corner of the housing connecting part and the receiving beam placing part,
At least one of the first locking portion and the second locking portion is a front end portion of the bracing that penetrates the housing connecting portion .
前記躯体接続部及び前記受梁載置部は、略矩形状の鋼製部材であって、
前記第1係止部と前記第2係止部は略円柱形状の鋼製部材であるとともに、前記受梁載置部と近接する側及び前記受梁載置部と離隔する側とに並列して形成されており、
前記第1係止部及び前記第2係止のうち、少なくとも一方の先端部分はエッジが削られたテーパ状に形成されていることを特徴とする請求項1に記載の建築工事作業用床接合金物。
The housing connecting part and the receiving beam placing part are substantially rectangular steel members,
The first locking portion and the second locking portion are substantially cylindrical steel members, and are arranged in parallel with a side close to the receiving beam mounting portion and a side spaced from the receiving beam mounting portion. Formed,
2. The floor joint for building work according to claim 1, wherein at least one tip portion of the first locking portion and the second locking portion is formed in a tapered shape with a cut edge. hardware.
請求項1又は請求項2に記載の建築工事作業用床接合金物が複数配設された、複数の躯体構成鋼製部材により形成されたフレーム状骨組と、複数の前記建築工事作業用床接合金物に固定される受梁とで形成された建築工事作業用床骨組であって、
前記受梁は、前記受梁載置部上に載置されて、複数の前記建築工事作業用床接合金物間に渡される中空状角形鋼管の受梁本体部と、該受梁本体部の前記建築工事作業用床接合金物に載置される面と対向する面側に配置されるとともに、前記受梁本体部と略平行に渡される部材取付部と、前記受梁本体部の両端部の前記建築工事作業用床接合金物に載置される面から略垂直に起立する相対向する2つの側面外側に各々固定される平板状の取付プレート部と、を備えて構成されており、
前記建築工事作業用床接合金物は、前記受梁載置部が上方に配置された状態で、前記躯体接続部が前記フレーム状骨組に固定されており、
前記取付プレート部は、その一部が、前記部材取付部が配設される側と反対側に延出するように前記側面外側に、その間の距離が前記受梁載置部の幅と略同一となるように各々取付けられ、
前記受梁は、前記受梁本体部が、前記部材取付部が上方に配設される状態で前記受梁載置部に載置されるとともに、前記受梁載置部が一組の前記取付プレート部間に嵌合した状態で固定されることを特徴とする建築工事作業用床骨組。
A frame-like frame formed by a plurality of structural steel members, wherein a plurality of floor joint hardware for building work according to claim 1 or 2 are disposed, and a plurality of floor joint hardware for building work A floor frame for building work formed with a receiving beam fixed to
The receiving beam is mounted on the receiving beam mounting portion and passed between a plurality of floor joint hardware for building work, and a receiving beam main body portion of the hollow rectangular steel pipe, and the receiving beam main body portion It is arranged on the surface side facing the surface placed on the floor joint metal fitting for building work, and the member mounting portion that is passed substantially parallel to the receiving beam main body, and the both ends of the receiving beam main body A plate-like mounting plate portion fixed to the outside of two opposing side surfaces that stand substantially vertically from the surface placed on the floor joint hardware for building work,
The floor joint hardware for construction work is in a state in which the receiving beam placing portion is disposed above, and the frame connecting portion is fixed to the frame-shaped frame,
A part of the mounting plate portion extends to the outside of the side surface so that a part thereof extends to the side opposite to the side on which the member mounting portion is disposed, and the distance therebetween is substantially the same as the width of the receiving beam mounting portion. Are each mounted to be
The receiving beam is mounted on the receiving beam mounting portion in a state where the receiving beam main body portion is disposed above the member mounting portion, and the receiving beam mounting portion is a set of the mountings. A floor frame for construction work, which is fixed in a state of being fitted between plate portions.
前記受梁は、ナットが固定され、前記ナットの内孔と連通するボルト取付孔が形成されたエンドプレート部を更に備え、
該エンドプレート部は、前記ナットが、前記受梁本体部内部に配設されるように、前記受梁本体部の端部開口部に取付けられており、
前記ボルト取付孔より前記ナットにボルトを螺設し、前記ボルトの頭側端部と前記エンドプレート部との距離を変化させることによって、前記受梁本体部の長手方向の距離を変化させることができることを特徴とする請求項に記載の建築工事作業用床骨組。
The receiving beam further includes an end plate portion to which a nut is fixed and a bolt mounting hole communicating with the inner hole of the nut is formed.
The end plate portion is attached to the end opening of the receiving beam main body so that the nut is disposed inside the receiving beam main body.
The bolt can be screwed into the nut from the bolt mounting hole, and the distance between the head side end of the bolt and the end plate can be changed to change the longitudinal distance of the receiving beam main body. The floor framework for building work according to claim 3, which is capable of being made.
前記取付プレート部には固定部材貫通孔が各々形成されており、
前記固定部材貫通孔は、前記受梁本体部が前記部材取付部が上方に配設される状態で前記受梁載置部に載置されるとともに、前記受梁載置部が一組の前記取付プレート部間に嵌合した状態で固定された際、前記建築工事作業用床接合金物を構成する前記躯体接続部と前記受梁載置部との内隅部に渡された棒状の筋交の少なくとも一部分よりも上方に位置するように形成されており、
固定手段を前記固定部材貫通孔に貫通させて固定することにより、前記筋交の上部方向への移動を規制し、前記受梁の浮き上りを防止することを特徴とする請求項に記載の建築工事作業用床骨組。
A fixing member through hole is formed in each of the mounting plate portions,
The fixing member through-hole is mounted on the receiving beam mounting portion in a state where the receiving beam main body portion is disposed above the member mounting portion, and the receiving beam mounting portion is a set of the When fixed in a state of being fitted between the mounting plate portions, the bar-shaped braces passed to the inner corners of the frame connecting portion and the receiving beam mounting portion constituting the floor joint hardware for building work Is formed to be located above at least a part of
By fixing the fixing means is passed through said fixing member through hole to regulate the movement in the upper direction of the muscle exchange, according to claim 3, characterized in that to prevent the raised of the receiving beam Floor framework for construction work.
請求項3乃至請求項5いずれか一項に記載の建築工事作業用床骨組と、床用パネルを備えたことを特徴とする建築工事作業用床。 A building work floor comprising the building work floor frame according to any one of claims 3 to 5 and a floor panel.
JP2009154367A 2009-06-29 2009-06-29 Floor joint hardware for building work, building work floor frame using the same, and building work floor using the same Expired - Fee Related JP5486855B2 (en)

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