JP2017057647A - Receiver for construction - Google Patents

Receiver for construction Download PDF

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JP2017057647A
JP2017057647A JP2015183907A JP2015183907A JP2017057647A JP 2017057647 A JP2017057647 A JP 2017057647A JP 2015183907 A JP2015183907 A JP 2015183907A JP 2015183907 A JP2015183907 A JP 2015183907A JP 2017057647 A JP2017057647 A JP 2017057647A
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main
pedestal
auxiliary
edge
locking
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JP6553998B2 (en
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福原 正
Tadashi Fukuhara
正 福原
靖之 中島
Yasuyuki Nakajima
靖之 中島
晃二 藤丸
Koji Fujimaru
晃二 藤丸
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Sanko Metal Industrial Co Ltd
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Sanko Metal Industrial Co Ltd
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Abstract

PURPOSE: To provide a receiver for construction, extremely easily and quickly installable in a structural material composed of channel steel, without using welding means in construction of a roof.CONSTITUTION: A receiver comprises a receiving part body 4, a main pedestal 1, an auxiliary pedestal 5 and a fastening part 3. The main pedestal 1 forms a main suspension side part 12 on both sides in the Y direction of a main apex part 11, and forms an insertion object part 15 extending in the horizontal direction in both main suspension side parts 12. The auxiliary pedestal 5 comprises a locking part 53, and is provided on one side in the X direction of the main pedestal 1, and is fixably connected by a fastening part 3, and is freely moved in the vertical direction by fastening and a fastening release of the fastening part 3. The lower end of the auxiliary pedestal 5 is positioned on the upper edge 15a of the insertion object part 15.SELECTED DRAWING: Figure 1

Description

本発明は、屋根の施工において溶接手段を使用することなく、極めて簡単且つ迅速に溝形鋼からなる構造材に装着することができる建築用受具に関する。   The present invention relates to an architectural receiver that can be attached to a structural material made of channel steel very easily and quickly without using welding means in the construction of a roof.

従来より、金属製の折板屋根を施工するために、断面コ字状の溝形鋼を利用した母屋,胴縁等の構造材に受具を取り付けるための方法として、溶接で取り付ける方法が用いられている。しかし、現場における溶接は、火災の安全及び施工済み箇所における火花の飛散を防止するための設置の必要等の点から次第に使用されない方向に進んでいる。さらに、溶接作業では、作業員の技量により、仕上りの良否が発生し、力学的強度のばらつきという問題があった。   Conventionally, in order to construct a folded metal roof, a welding method has been used as a method for attaching a receiver to a structural material such as a purlin, trunk edge, etc., using a U-shaped grooved steel. It has been. However, on-site welding is proceeding in a direction where it is not used gradually from the standpoints of fire safety and the necessity of installation to prevent sparks from being scattered at construction sites. Further, in the welding work, the quality of the finish is generated depending on the skill of the worker, and there is a problem that the mechanical strength varies.

特に、前述した、折板屋根の施工における構造材への受具の装着においては、屋根の面積が大きくなるほど、受具の数も多くなり、大型施設の屋根の施工では、大量の受具を構造材に装着しなければならず、これを溶接にて行うには、多くの時間がかかり、且つ溶接器具の移動等の面倒な作業も加わることになる。そして、大量の受具の構造材への溶接では、均一な仕上がりは困難となり、一旦溶接が行われた箇所の仕上りが不良であっても、その補修は極めて困難である。   In particular, in the mounting of the receiver to the structural material in the construction of the folded plate roof described above, the larger the roof area, the larger the number of the receivers. In the construction of the roof of a large facility, a large number of receivers are used. It must be mounted on a structural material, and it takes a lot of time to perform this by welding, and troublesome work such as movement of a welding tool is added. In addition, when a large amount of the receiver is welded to the structural material, it is difficult to obtain a uniform finish, and even if the finish of the place once welded is poor, the repair is extremely difficult.

このようなことから、近年では、折板屋根施工における受具の構造材への装着手段として溶接を用いずに装着ができるいわゆる無溶接工法が種々開発されるようになった。この無溶接による受具の装着の一例として、特許文献1が存在する。   Therefore, in recent years, various so-called non-welding methods have been developed that can be mounted without using welding as means for mounting the receiving member to the structural material in the folded-plate roof construction. Patent document 1 exists as an example of mounting | wearing of the receiving tool by this non-welding.

特開平7−18793号公報JP 7-18793 A

特許文献1等のように、一般に無溶接による受具の構造材への装着手段では、ボルト等の締付具と、取付金具等によって、受具を構造材に固着するものである。取付金具は、構造材に載置された受具の一部を構造材に押さえつつ、構造材のフランジ等の縁に巻き付けることで、受具を構造材に固定するタイプのものである。   As in Patent Document 1, in general, in a means for attaching a receiving member to a structural member without welding, the receiving member is fixed to the structural member by a fastening member such as a bolt and a mounting bracket. The mounting bracket is of a type in which the receiving tool is fixed to the structural material by being wound around an edge such as a flange of the structural material while holding a part of the receiving device placed on the structural material against the structural material.

しかし、このような、従来の無溶接工法による受具では、H鋼のフランジの幅サイズが僅かに異なるものに対しては対応できるが、構造材のサイズが大きく異なるものについては、適応できないものであった。さらに、取付金具のなかには、無溶接装着可能でありながら、構造が複雑のため、溶接よりも時間がかかり、作業員により多く負担をかけるものもあった。このように受具自体の構造が複雑になり、高価なものとなる問題点もあった。   However, such a conventional non-welding method holder can cope with a slightly different width of the H steel flange, but it cannot be applied to a structural material with a significantly different size. Met. Furthermore, some of the mounting brackets can be mounted without welding, but due to the complexity of the structure, some of the mounting brackets require more time than welding and put more burden on the workers. As described above, the structure of the receiver itself is complicated and expensive.

さらに、無溶接による受具の構造材への装着では、実質的に受具は構造材に対して押え付けられた状態である。したがって、長期経過によって、取付金具による受具の構造材への装着強度も劣化するおそれもある。特に、折板屋根に対して、強風による負圧が作用すると、折板屋根と共に受具が上方に引き上げられるような荷重がかかり、また、積雪地域では、受具には、下方に押し付けられる荷重がかかることになる。そして、このような荷重が受具に繰り返しかかると、受具の形状が変形し、受具として屋根を支えるという重要な役目を果たすことができなくなってしまう。   Further, when the receiving member is attached to the structural member without welding, the receiving member is substantially pressed against the structural member. Therefore, the attachment strength of the bracket to the structural member by the mounting bracket may deteriorate over a long period of time. In particular, when negative pressure due to strong winds acts on the folded plate roof, a load is applied that lifts the receiver together with the folded plate roof. Also, in snowy areas, the load is pressed downward on the receiver. Will take. And when such a load is repeatedly applied to a receiver, the shape of a receiver will deform | transform and it will become impossible to play the important role of supporting a roof as a receiver.

このように、強風や積雪等による天候によって生じる荷重に対して、従来の受具の構造材への取付構造では、十分に対応することができないものが存在していた。そこで、本発明の目的(解決しようとする技術的課題)は、屋根の施工において溶接手段を使用することなく、極めて簡単且つ迅速に構造材に強固に装着することができ、且つ種々のサイズの構造材に適応できる建築用受具を提供することにある。   As described above, there has been a conventional structure for mounting a support to a structural material that cannot sufficiently cope with a load caused by weather such as strong wind or snow. Therefore, an object of the present invention (technical problem to be solved) is that it can be firmly attached to a structural material very easily and quickly without using welding means in the construction of a roof, and has various sizes. An object of the present invention is to provide an architectural receiver that can be adapted to structural materials.

そこで、発明者は上記課題を解決すべく、鋭意,研究を重ねた結果、請求項1の発明を、断面コ字状の溝形鋼に装着する建築用受具において、受部本体と、主台座と、補助台座締付部とを備え、前記主台座は、主頂部のY方向両側に主垂下側部が形成されると共に両該主垂下側部には水平方向に延在する被挿入部が形成され、前記補助台座は係止部を有し前記主台座のX方向一方側に設けられ且つ締付部にて固定自在に連結されると共に、該締付部の締付及び締付解除によって上下方向に移動自在とし、前記補助台座の下端が前記被挿入部の上端縁に位置してなる建築用受具としたことにより、上記課題を解決した。   In view of this, the inventor has intensively and intensively studied to solve the above-mentioned problems. As a result, in the architectural receiver for mounting the invention of claim 1 on a U-shaped grooved steel, The main pedestal includes a main suspension side portion formed on both sides of the main top portion in the Y direction, and the main suspension side portion to be inserted extends horizontally in the main suspension side portion. The auxiliary pedestal has a locking portion, is provided on one side in the X direction of the main pedestal, and is fixedly connected to the fastening portion, and the fastening portion is tightened and released. The above-mentioned problems have been solved by making the building support freely movable in the vertical direction and having the lower end of the auxiliary pedestal positioned at the upper end edge of the inserted portion.

請求項2の発明を、請求項1において、前記主台座の被挿入部の上端縁は下端縁よりも水平方向に長く延在形成されてなる建築用受具としたことにより、上記課題を解決した。請求項3の発明を、請求項1又は2において、前記補助台座はY方向両側に補助垂下側部が形成されると共に両該補助垂下側部で且つ前記主台座に対応する端縁にはL字形状の切欠状の係止部が形成され、該係止部の垂直状の端縁は前記溝形鋼を押圧する縦係止縁としてなるとしたことにより、上記課題を解決した。請求項4の発明を、請求項3において、L字形状の前記係止部の前記縦係止縁は、上方側よりも下方側が前記主台座側に突出してなる建築用受具としたことにより、上記課題を解決した。   The invention according to claim 2 is the construction receiver according to claim 1, wherein the upper end edge of the inserted portion of the main pedestal is formed to extend longer in the horizontal direction than the lower end edge, thereby solving the above-mentioned problem. did. According to a third aspect of the present invention, in the first or second aspect, the auxiliary pedestal is formed with auxiliary hanging side portions on both sides in the Y direction, and both the auxiliary hanging side portions and an edge corresponding to the main pedestal are L. The above-mentioned problems have been solved by forming a notch-shaped locking portion having a letter shape and having a vertical edge of the locking portion as a vertical locking edge for pressing the grooved steel. According to a fourth aspect of the present invention, in the third aspect of the present invention, the vertical locking edge of the L-shaped locking portion is configured as a construction support in which the lower side protrudes from the upper side toward the main pedestal side. The above problem has been solved.

請求項5の発明を、請求項3又は4において、L字形状の前記係止部の前後方向横係止縁は、内方側よりも外方側が下方に突出してなる建築用受具としたことにより、上記課題を解決した。請求項6の発明を、請求項1,2,3,4又は5の何れか1項の記載において、前記締付部は、螺子軸及びナットから構成され、前記螺子軸は前記主台座の主頂部に垂直に設けられ、前記補助台座の補助頂部には、前記螺子軸が遊挿する軸貫通孔が形成され、前記ナットが前記螺子軸に締め付けられることにより前記主頂部上に前記補助頂部が固定されてなる建築用受具としたことにより、上記課題を解決した。   According to a fifth aspect of the present invention, in the third or fourth aspect of the present invention, the front and rear direction lateral locking edge of the L-shaped locking portion is a building support that protrudes downward on the outer side than on the inner side. Thus, the above-mentioned problem has been solved. According to a sixth aspect of the present invention, in any one of the first, second, third, fourth, and fifth aspects, the tightening portion includes a screw shaft and a nut, and the screw shaft is a main shaft of the main pedestal. A shaft through-hole into which the screw shaft is loosely inserted is formed in the auxiliary top portion of the auxiliary base, and the auxiliary top portion is formed on the main top portion by tightening the nut on the screw shaft. The above-mentioned problems were solved by using a fixed construction support.

請求項1の発明では、主台座は、主頂部のY方向両側に主垂下側部が形成されると共に両該主垂下側部には水平方向に延在する被挿入部が形成され、前記補助台座は係止部を有し前記主台座のX方向一方側に設けられ且つ締付部にて固定自在とし、該締付部の締付及び締付解除によって上下方向に移動自在とし、前記補助台座の下端が前記被挿入部の上端縁に位置してなる構成としたことにより、本発明の建築用取付具は、溝形鋼とした構造材のフランジに簡易且つ迅速に装着することができ、且つ強固に装着することができる。   In the first aspect of the present invention, the main pedestal has main drooping side portions formed on both sides in the Y direction of the main top portion, and both main drooping side portions are formed with inserted portions extending in the horizontal direction. The pedestal has a locking portion, is provided on one side in the X direction of the main pedestal and can be fixed by a tightening portion, and can be moved vertically by tightening and releasing the tightening portion, and the auxiliary By adopting a configuration in which the lower end of the pedestal is positioned at the upper end edge of the inserted portion, the construction fixture of the present invention can be easily and quickly mounted on the flange of the structural material made of channel steel. And can be firmly attached.

特に、締付部を緩めるのみで、主台座に対して補助台座の位置を上下動させることができ、補助台座を上方に位置させるのみで、溝形鋼とした構造材のフランジを被挿入部に挿入することができ、極めて簡単に装着することができる。   In particular, it is possible to move the position of the auxiliary pedestal up and down with respect to the main pedestal only by loosening the tightening part, and by simply positioning the auxiliary pedestal upward, the flange of the structural material made of channel steel can be inserted. And can be mounted very easily.

請求項2の発明では、前記主台座の被挿入部の上端縁は下端縁よりも水平方向に長く延在形成される構成としたことにより、本発明における建築用受具を溝形鋼とした構造材のフランジに極めて安定した状態で設置できる。請求項3の発明では、補助台座はY方向両側に補助垂下側部が形成されると共に両該補助垂下側部で且つ前記主台座に対応する端縁にはL字形状の切欠部が形成され、該切欠部の垂直状の端縁は前記溝形鋼を押圧する縦係止縁としたことにより、本発明の建築用受具を溝形鋼とした構造材に極めて強固に装着できる。   In the invention of claim 2, the upper end edge of the inserted portion of the main pedestal is formed so as to extend longer in the horizontal direction than the lower end edge, so that the building support in the present invention is channel steel. It can be installed in a very stable state on the flange of the structural material. According to a third aspect of the present invention, the auxiliary pedestal has auxiliary hanging side portions formed on both sides in the Y direction, and an L-shaped cutout portion is formed on both the auxiliary hanging side portions and the edge corresponding to the main pedestal. The vertical edge of the notch is a vertical locking edge that presses the grooved steel, so that the building support of the present invention can be attached to the structural material made of the grooved steel very firmly.

請求項4及び請求項5の発明では、係止部は溝形鋼のフランジとウェッブに跨って、構造材に極めて強固に装着できる。請求項6の発明では、補助台座を主台座に対して上下移動させる構成を極めて簡単にすることができる。   In the inventions according to claims 4 and 5, the locking portion can be attached to the structural material very firmly across the flange and web of the channel steel. According to the sixth aspect of the present invention, the configuration in which the auxiliary base is moved up and down with respect to the main base can be extremely simplified.

(A)は本発明における建築用受具の側面図、(B)は本発明における建築用受具の斜視図、(C)は本発明における建築用受具の一部切除し且つ分離した拡大側面図である。(A) is a side view of the architectural receiver in the present invention, (B) is a perspective view of the architectural receiver in the present invention, (C) is a partially cut and separated enlarged view of the architectural receiver in the present invention. It is a side view. 本発明の建築用受具において補助台座が主台座に対して上方に移動した状態で且つ一部切除した縦断側面図である。It is the vertical side view which a part cut away in the state which the auxiliary base moved upwards with respect to the main base in the construction receiver of this invention. (A)乃至(D)は本発明の建築用受具を溝形鋼とした構造材に装着する工程を示す一部切除した側面図である。(A) thru | or (D) is the side view which partly cut off which shows the process of mounting | wearing the structural material which used the receiving tool for construction of this invention as the channel steel. (A)は補助台座の係止部の構造を示す側面拡大図、(B)は溝形鋼に固定する構造を示す拡大側面図、(C)は係止部の別の実施形態を示す拡大側面図、(D)はさらに別の実施形態の補助台座を装着した本発明の一部切除した拡大側面図である。(A) is an enlarged side view showing the structure of the locking portion of the auxiliary pedestal, (B) is an enlarged side view showing the structure fixed to the channel steel, and (C) is an enlarged view showing another embodiment of the locking portion. Side view (D) is an enlarged side view with a part cut away of the present invention equipped with an auxiliary base of still another embodiment. (A)は受部本体の要部の拡大断面図、(B)は別の実施形態の受部本体の要部の拡大断面図である。(A) is an expanded sectional view of the principal part of a receiving part main body, (B) is an enlarged sectional view of the principal part of the receiving part main body of another embodiment. (A)は本発明を嵌合タイプの折板屋根に使用した正面略示図、(B)は本発明を重合タイプの折板屋根に使用した正面略示図、(C)は本発明を馳締タイプの折板屋根に使用した正面略示図である。(A) is a front schematic view using the present invention for a fitting type folded plate roof, (B) is a front schematic view using the present invention for a polymerization type folded plate roof, and (C) is a schematic view of the present invention. It is the front schematic diagram used for the clamped type folded-plate roof.

以下、本発明の実施例を図面に基づいて説明する。本発明では、方向を示す文言としてX方向及びY方向を使用する。本発明においては、本発明の建築用受具が装着される構造材8を基準とし、その長手方向をY方向とし、このY方向に水平面上で直交する方向をX方向とする。したがって、建築用受具によって支持される折板屋根を構成する屋根板材9の長手方向はX方向となる。X方向及びY方向については、図中に記載した。   Embodiments of the present invention will be described below with reference to the drawings. In the present invention, the X direction and the Y direction are used as words indicating directions. In the present invention, the structural material 8 to which the architectural receiver of the present invention is mounted is used as a reference, the longitudinal direction thereof is defined as the Y direction, and the direction perpendicular to the Y direction on the horizontal plane is defined as the X direction. Therefore, the longitudinal direction of the roof plate material 9 constituting the folded plate roof supported by the building receiver is the X direction. The X direction and the Y direction are shown in the figure.

本発明の建築用受具は、図1に示すように、主に主台座1と、補助台座5と、締付部3と、受部本体4とからなる。主台座1は、X方向を長手方向とし、Y方向を幅方向とする。主台座1は、略長方形状の主頂部11を有しており、該主頂部11のY方向(幅方向)の両端から略垂直状の主垂下側部12,12が形成されている(図1参照)。   As shown in FIG. 1, the architectural receiver of the present invention mainly includes a main pedestal 1, an auxiliary pedestal 5, a tightening portion 3, and a receiving portion main body 4. The main pedestal 1 has the X direction as the longitudinal direction and the Y direction as the width direction. The main pedestal 1 has a substantially rectangular main top portion 11, and substantially vertical main drooping side portions 12 and 12 are formed from both ends in the Y direction (width direction) of the main top portion 11 (see FIG. 1).

また、主頂部11のX方向(長手方向)の前方側端部には前端側部13が形成され、X方向の後方側端部には後端側部14が形成されている。ここで、X方向における前方側と後方側については、説明の便宜上設定した文言であり、本発明の建築用受具が設置されるときの方向を限定するものではない。前記両主垂下側部12,12のX方向の外端箇所には、折曲片12a,12aが形成されている〔図1(A),(B)参照〕。   A front end side portion 13 is formed at the front end portion in the X direction (longitudinal direction) of the main apex portion 11, and a rear end side portion 14 is formed at the rear end portion in the X direction. Here, the front side and the rear side in the X direction are words set for convenience of explanation, and do not limit the direction when the architectural receiver of the present invention is installed. Bending pieces 12a and 12a are formed at the outer end portions in the X direction of the main drooping side portions 12 and 12 (see FIGS. 1A and 1B).

該折曲片12a,12aは、前記前端側部13と略同一面となるように直角に折曲されており、主台座1の補強としての役目をなし、力学的強度を向上させている。前記両主垂下側部12,12には、それぞれ被挿入部15,15が形成されている。それぞれの被挿入部15は、主垂下側部12の上下方向の中間箇所で、且つX方向(長手方向)の一方側より他方側に向かって形成されたものである。   The bent pieces 12a, 12a are bent at a right angle so as to be substantially flush with the front end side portion 13, and serve as reinforcement of the main pedestal 1 to improve the mechanical strength. Inserted portions 15 and 15 are formed on the main hanging side portions 12 and 12, respectively. Each inserted portion 15 is formed at an intermediate position in the vertical direction of the main hanging side portion 12 and from one side in the X direction (longitudinal direction) toward the other side.

被挿入部15は、後述する溝形鋼とした構造材8のフランジ81が挿入される部分である〔図1(A),図3等参照〕。被挿入部15のX方向における一方側は、挿入口15cを有しており、該挿入口15cから溝形鋼のフランジが挿入される。具体的には被挿入部15の挿入口15cは、主台座1の後方側に位置している〔図1(C),図2等参照〕。   The inserted portion 15 is a portion into which a flange 81 of a structural member 8 made of channel steel, which will be described later, is inserted [see FIG. 1 (A), FIG. 3, etc.]. One side in the X direction of the inserted portion 15 has an insertion port 15c, and a flange of the grooved steel is inserted from the insertion port 15c. Specifically, the insertion port 15c of the inserted portion 15 is located on the rear side of the main pedestal 1 (see FIG. 1C, FIG. 2, etc.).

また、被挿入部15のX方向における他方側では、行き止まり状態の終端部として構成されている。被挿入部15の形状は、溝形鋼のフランジ81のX方向に沿う断面形状に合わせて形成されたものである。各主垂下側部12は、被挿入部15の位置を境にして該被挿入部15よりも上方の部分が水平方向に延在している〔図1(C),図2等参照〕。つまり、被挿入部15の位置を基準にして、該被挿入部15よりも下方の部分は、該被挿入部15の上方部分よりも水平方向において短く形成されている。   Further, the other side in the X direction of the inserted portion 15 is configured as a dead end portion. The shape of the inserted portion 15 is formed in accordance with the cross-sectional shape along the X direction of the flange 81 of the channel steel. Each main hanging side portion 12 extends in the horizontal direction above the inserted portion 15 with the position of the inserted portion 15 as a boundary (see FIGS. 1C and 2). That is, with respect to the position of the inserted portion 15, the portion below the inserted portion 15 is formed shorter in the horizontal direction than the upper portion of the inserted portion 15.

被挿入部15は、上端縁15aと下端縁15bが存在し、前記溝形鋼のフランジが被挿入部15に挿入された状態で、フランジの上面に前記上端縁15aが対応し、フランジの下面に前記下端縁15bが対応する(図3参照)。したがって、上端縁15aは、主台座1の主頂部11と平行となる水平方向に延在する。また、下端縁15bは、フランジの下面に沿って傾斜状に形成され、被挿入部15は、挿入口15cからX方向に沿って被挿入部15の終端部(前方側)に向かうに従い次第に上下方向の間隔が狭くなるように構成されている。つまり、被挿入部15は、構造材8のフランジ81の断面形状に略等しい。   The inserted portion 15 has an upper end edge 15a and a lower end edge 15b. With the grooved steel flange inserted into the inserted portion 15, the upper end edge 15a corresponds to the upper surface of the flange, and the lower surface of the flange Corresponds to the lower edge 15b (see FIG. 3). Therefore, the upper end edge 15 a extends in the horizontal direction parallel to the main top portion 11 of the main pedestal 1. Further, the lower edge 15b is formed in an inclined shape along the lower surface of the flange, and the inserted portion 15 gradually moves up and down as it goes from the insertion port 15c toward the end portion (front side) of the inserted portion 15 along the X direction. It is comprised so that the space | interval of a direction may become narrow. That is, the inserted portion 15 is substantially equal to the cross-sectional shape of the flange 81 of the structural member 8.

主台座1の両主垂下側部12,12は、同一形状であり、それぞれの主垂下側部12は、被挿入部15を基準として、該被挿入部15よりも上方部分は、X方向に沿ってその下方部分よりも水平方向に延在する長さが同一又は大きくなるように構成される。具体的には被挿入部15の上端縁15aの長さ寸法Laは、下端縁15bの長さ寸法Lbと同一又は大きく形成されている(図2参照)。   Both main drooping side portions 12 and 12 of the main pedestal 1 have the same shape, and each main drooping side portion 12 is based on the inserted portion 15 and the portion above the inserted portion 15 is in the X direction. The length extending in the horizontal direction along the lower portion is the same or larger. Specifically, the length dimension La of the upper end edge 15a of the inserted portion 15 is formed to be the same as or larger than the length dimension Lb of the lower end edge 15b (see FIG. 2).

つまり、

Figure 2017057647
となる。 That means
Figure 2017057647
It becomes.

上述したように、被挿入部15の上端縁15aの長さ寸法Laは、下端縁15bの長さ寸法Lbと同一又は大きく形成されるものであるが、特に、上端縁15aの長さ寸法Laが、下端縁15bの長さ寸法Lbよりも大きく形成されることが好ましい。   As described above, the length dimension La of the upper end edge 15a of the inserted portion 15 is formed to be the same as or larger than the length dimension Lb of the lower end edge 15b, and in particular, the length dimension La of the upper end edge 15a. However, it is preferable to be formed larger than the length dimension Lb of the lower end edge 15b.

つまり、

Figure 2017057647
となる。 That means
Figure 2017057647
It becomes.

これにより、それぞれの被挿入部15の上端縁15aと溝形鋼のフランジ81との接触範囲は、下端縁15bとフランジ81との接触範囲よりも大きくすることができ、主台座1を溝形鋼から構成される構造材8に装着したときに、極めて安定した設置状態にすることができる。具体的には、被挿入部15の上端縁15aは、溝形鋼のフランジ81をX方向に亘って全体に接触することができる程度の長さとすることが好ましい(図3参照)。   Thereby, the contact range of the upper end edge 15a of each insertion part 15 and the flange 81 of grooved steel can be made larger than the contact range of the lower end edge 15b and the flange 81, and the main pedestal 1 is formed into a groove shape. When mounted on the structural material 8 made of steel, it is possible to obtain an extremely stable installation state. Specifically, it is preferable that the upper end edge 15a of the inserted portion 15 has such a length that the grooved steel flange 81 can be entirely contacted in the X direction (see FIG. 3).

前記主頂部11には、締付部3を構成する、螺子軸31が装着されている。さらに、受部本体4が、主台座1のX方向前方側寄りの位置に装着されている。受部本体4は、板状且つ柱形状に形成され、前記主台座1の主頂部11上に設置される(図1,図2参照)。   A screw shaft 31 constituting the tightening portion 3 is attached to the main top portion 11. Further, the receiving body 4 is mounted at a position closer to the front side of the main pedestal 1 in the X direction. The receiving portion main body 4 is formed in a plate shape and a column shape, and is installed on the main top portion 11 of the main pedestal 1 (see FIGS. 1 and 2).

受部本体4は、柱状部41と基部42と柱頂部43とからなる〔図1(A),(B),図5参照〕。受部本体4は、2つの受部半体41a,41bとからなり、両受部半体41a,41bがリベット,ボルト・ナット又は溶接等の連結具41cによって連結されたものである〔図1(A),(B),図5参照〕。   The receiving portion main body 4 includes a columnar portion 41, a base portion 42, and a column top portion 43 (see FIGS. 1A, 1B, and 5). The receiving part body 4 includes two receiving part halves 41a and 41b, and both receiving part halves 41a and 41b are connected by a connecting tool 41c such as a rivet, a bolt / nut, or a weld [FIG. (See FIGS. 5A and 5B).

受部半体41a,41bは、それぞれ金属帯板材が全体として略「コ」字状及び逆「コ」字形状となるように折曲形成されたものである。そして、受部半体41a,41bの幅方向(X方向)両側にリブが形成され、受部本体4が補強されることもある。二つの受部半体41a,41bからなる柱状部41は、主頂部11上に垂直に立ち上がる。   Each of the receiving half halves 41a and 41b is formed by bending so that each of the metal strips has a substantially “U” shape and an inverted “U” shape as a whole. And a rib is formed in the width direction (X direction) both sides of receiving part half-body 41a, 41b, and the receiving part main body 4 may be reinforced. The columnar part 41 including the two receiving part halves 41 a and 41 b rises vertically on the main apex 11.

受部本体4の基部42は、前記柱状部41に対して直角となる平坦面の部位であり、前記両受部半体41a,41bのそれぞれに形成される。基部42には、取付孔42aが形成され、主台座1の主頂部11には被取付孔11aが形成されている。そして、前記基部42と、前記主台座1の主頂部11とは、取付孔42aと被取付孔11aを介して、ボルト45,ナット46からなる固着具によって固着される。   The base portion 42 of the receiving portion main body 4 is a portion of a flat surface that is perpendicular to the columnar portion 41, and is formed on each of the receiving portion halves 41a and 41b. A mounting hole 42 a is formed in the base portion 42, and a mounting hole 11 a is formed in the main top portion 11 of the main pedestal 1. And the said base 42 and the main top part 11 of the said main base 1 are fixed by the fixing tool which consists of the volt | bolt 45 and the nut 46 through the attachment hole 42a and the to-be-attached hole 11a.

つまり、受部本体4は、ボルト45,ナット46を介して主台座1の主頂部11に着脱自在となるように構成される。また、受部本体4は、主台座1に対して溶接等にて着脱不能に固着されても構わない。   That is, the receiving portion main body 4 is configured to be detachable from the main top portion 11 of the main pedestal 1 via the bolt 45 and the nut 46. Moreover, the receiving part main body 4 may be fixed to the main pedestal 1 in a non-detachable manner by welding or the like.

柱頂部43は、略平坦状としたものであり、両受部半体41a,41bの高さを同一としたものである〔図1(B)参照〕。ボルト軸部44は、そのボルト頭部44a側付近が前記受部半体41a,41bに挟持されるようにして柱頂部43に固着される〔図5(A)参照〕。柱頂部43を平坦状としたものでは、嵌合タイプ或いは重合タイプの屋根板材9による外囲体に対して好適である〔図6(A),(B)参照〕。   The column top portion 43 is substantially flat, and the heights of both receiving portion halves 41a and 41b are the same (see FIG. 1B). The bolt shaft portion 44 is fixed to the column top portion 43 such that the vicinity of the bolt head portion 44a is sandwiched between the receiving portion halves 41a and 41b (see FIG. 5A). In the case where the column top portion 43 is flat, it is suitable for an enclosure made of a fitting type or superposition type roof plate material 9 (see FIGS. 6A and 6B).

受部本体4における別の実施形態では、柱頂部43を段差状としたもので、低位面43a,高位面43b及び段差部43cとから形成される〔図5(B)参照〕。これは、馳締タイプの屋根板材9の吊子部材95を装着するのに適した構成のものである。そして、略方形状の低位面43aのY方向一端から垂直状の段差部43cが形成され、該段差部43cの上端から略方形状の高位面43bが形成される。   In another embodiment of the receiving portion main body 4, the column top portion 43 is formed in a stepped shape, and is formed of a low level surface 43a, a high level surface 43b, and a stepped portion 43c (see FIG. 5B). This is a structure suitable for mounting the hanging member 95 of the roof-type roofing plate material 9. Then, a vertical stepped portion 43c is formed from one end in the Y direction of the substantially rectangular low-order surface 43a, and a substantially rectangular high-order surface 43b is formed from the upper end of the stepped portion 43c.

具体的には、二つの受部半体41a,41bの高さを異なるものとし、受部半体41aが受部半体41bよりも低く形成される構成とする。そして、低位面43aは、受部半体41a側に形成され、高位面43b及び段差部43cは受部半体41bに形成される〔図6(C)参照〕。   Specifically, the height of the two receiving part halves 41a and 41b is different, and the receiving part half 41a is formed to be lower than the receiving part half 41b. And the low level surface 43a is formed in the receiving part half body 41a side, and the high level surface 43b and the level | step-difference part 43c are formed in the receiving part half body 41b [refer FIG.6 (C)].

前記低位面43aには、馳締タイプの屋根板材9を固定するための吊子部材95が設置される部位となっている〔図6(C)参照〕。低位面43aには、吊子部材95が装着されるためのボルト軸部44が固着されている。   The lower surface 43a is a portion where a hanging member 95 for fixing the roof-type roofing plate material 9 is installed [see FIG. 6C]. A bolt shaft portion 44 for attaching the hanging member 95 is fixed to the lower surface 43a.

次に、補助台座5は、補助頂部51を有しており、長方形状に形成され、X方向を長手方向とする(図1乃至図3参照)。補助頂部51の幅方向両端より、下方に補助垂下状側部52,52が形成されている。また、X方向後端側には補助後側部54が形成されている。前記補助垂下状側部52のX方向前端側には、係止部53,53が形成されている。   Next, the auxiliary pedestal 5 has an auxiliary top 51, is formed in a rectangular shape, and the X direction is the longitudinal direction (see FIGS. 1 to 3). Auxiliary drooping side portions 52 and 52 are formed below both ends of the auxiliary top portion 51 in the width direction. Further, an auxiliary rear side portion 54 is formed on the rear end side in the X direction. Locking portions 53, 53 are formed on the front end side in the X direction of the auxiliary hanging side portion 52.

補助垂下状側部52のX方向前端側で、且つ下端付近に略「L」字形状又は略「Γ」形状とした切欠き部が形成され、該切欠き部箇所を係止部53としている(図1,図3等参照)。該係止部53は、縦係止縁53aと横係止縁53bとからなる(図3,図4等参照)。略「L」字形状又は略「Γ」形状とした切欠き状の係止部53には、溝形鋼とした構造材8のフランジ81とウェッブ82との角部が食い込む構成となっている(図3,図4等参照)。   A notch part having a substantially “L” shape or a substantially “Γ” shape is formed on the front end side in the X direction of the auxiliary hanging side part 52 and in the vicinity of the lower end, and the notch part is used as a locking part 53. (See FIGS. 1 and 3). The locking portion 53 includes a vertical locking edge 53a and a horizontal locking edge 53b (see FIGS. 3 and 4). A corner portion between the flange 81 and the web 82 of the structural member 8 made of grooved steel bites into the notch-shaped engaging portion 53 having a substantially “L” shape or a substantially “Γ” shape. (See FIGS. 3 and 4).

係止部53において、縦係止縁53aと横係止縁53bとのなす角度θは、略直角であり、90度近傍の角度が含まれる。つまり、90度を僅かに切る角度から90度を僅かに超える角度が含まれる。角度θは、特に、好ましくは90度未満とし、90度よりも僅かに小さい角度である〔図4(A)参照〕。   In the locking portion 53, the angle θ formed by the vertical locking edge 53a and the horizontal locking edge 53b is substantially a right angle and includes an angle in the vicinity of 90 degrees. That is, an angle that slightly exceeds 90 degrees from an angle that slightly cuts 90 degrees is included. The angle θ is particularly preferably less than 90 degrees and is slightly smaller than 90 degrees (see FIG. 4A).

係止部53の縦係止縁53aは、上方よりも下方がX方向前方側に向かって突出する構成である。その突出部分の最大となる位置を縦突出部53a´とする。具体的には、縦係止縁53aは上方から下方に向かって前方側に傾斜形成されている。縦突出部53a´とは、縦係止縁53aにおける突出部分の最大となる位置であり、この位置は、縦係止縁53aの下端となる〔図4(A)参照〕。さらに縦係止縁53aは、垂直状とし、縦突出部53a´は、縦係止縁53aの下端付近から前方側に突起状に突出形成する構成としても構わない〔図4(C)参照〕。   The vertical locking edge 53a of the locking portion 53 is configured such that the lower side protrudes toward the front side in the X direction than the upper side. The maximum position of the protruding portion is defined as a vertical protruding portion 53a ′. Specifically, the vertical locking edge 53a is inclined forward from the upper side to the lower side. The vertical protruding portion 53a ′ is a position where the protruding portion of the vertical locking edge 53a is the maximum, and this position is the lower end of the vertical locking edge 53a (see FIG. 4A). Further, the vertical locking edge 53a may be formed in a vertical shape, and the vertical protrusion 53a ′ may be formed to protrude in a protruding shape from the vicinity of the lower end of the vertical locking edge 53a [see FIG. 4C]. .

係止部53の横係止縁53bは、後方よりも前方が下方に突出する構成である。その突出部分の最大となる位置を横突出部53b´とする。具体的には、横係止縁53bは後方から前方側に向かって下方に傾斜形成されている〔図4(A)参照〕。突出部53b´とは、横係止縁53bのける突出部分の最大となる位置であり、この位置は、横係止縁53bの前端となる。   The lateral locking edge 53b of the locking part 53 has a configuration in which the front projects downward from the rear. The maximum position of the protruding portion is defined as a horizontal protruding portion 53b ′. Specifically, the lateral locking edge 53b is inclined downward from the rear toward the front side (see FIG. 4A). The protruding portion 53b ′ is the maximum position of the protruding portion in the lateral locking edge 53b, and this position is the front end of the lateral locking edge 53b.

さらに横係止縁53は、水平状とし、横突出部53b´は、横係止縁53bの前端付近から下方に突起状に突出形成する構成としても構わない〔図4(C)参照〕。上記構成によって、係止部53は、縦突出部53a´と横突出部53b´とを構造材8のフランジ81とウェッブ82に必ず接触させることができ、安定した装着状態にすることができる。   Further, the lateral locking edge 53 may be formed in a horizontal shape, and the lateral protruding portion 53b ′ may be formed so as to protrude downward from the vicinity of the front end of the lateral locking edge 53b (see FIG. 4C). With the above-described configuration, the locking portion 53 can always make the vertical protruding portion 53a ′ and the horizontal protruding portion 53b ′ come into contact with the flange 81 and the web 82 of the structural member 8, and can be in a stable mounting state.

締付部3は、螺子軸31,ナット32等から構成され、必要に応じて座金が使用される(図1参照)。螺子軸31は、主台座1の主頂部11に垂直状に設けられている。具体的には、主頂部11に形成された貫通孔に螺子軸31が挿通固着されたものである〔図1(C)参照〕。   The tightening portion 3 includes a screw shaft 31, a nut 32, and the like, and a washer is used as necessary (see FIG. 1). The screw shaft 31 is provided vertically on the main top 11 of the main pedestal 1. Specifically, the screw shaft 31 is inserted and fixed in a through hole formed in the main apex portion 11 (see FIG. 1C).

また、前記補助台座5の補助頂部51には軸貫通孔51aが形成されている〔図1(C)参照〕。そして、補助台座5の軸貫通孔51aには、螺子軸31が貫通し、補助台座5の補助頂部51の上方にて螺子軸31にナット32が締め付けられる。これによって、主台座1と補助台座5とが連結される。   Further, a shaft through hole 51a is formed in the auxiliary top 51 of the auxiliary pedestal 5 [see FIG. 1 (C)]. The screw shaft 31 passes through the shaft through hole 51 a of the auxiliary pedestal 5, and a nut 32 is fastened to the screw shaft 31 above the auxiliary top 51 of the auxiliary pedestal 5. Thereby, the main base 1 and the auxiliary base 5 are connected.

前記軸貫通孔51aの内径は、前記螺子軸31の直径と略同等である。また、軸貫通孔51a内を螺子軸部31が所定範囲に移動可能なように、前記軸貫通孔51aの内径を大きく形成し、主台座1に対して補助台座5の固定位置を微調整可能とすることもある。   The inner diameter of the shaft through hole 51a is substantially equal to the diameter of the screw shaft 31. In addition, the inner diameter of the shaft through hole 51a is formed so that the screw shaft portion 31 can move within a predetermined range in the shaft through hole 51a, and the fixing position of the auxiliary pedestal 5 with respect to the main pedestal 1 can be finely adjusted. Sometimes.

補助台座5は、螺子軸31の長さの分だけ、主台座1に対して上下方向に移動することができる(図2,図3参照)。螺子軸31の長さは、前記補助台座5の下端が前記被挿入部15の上端縁15aの位置と同等(略同等を含む)又はそれよりも上方に位置するまで、補助台座5が移動できるような寸法である。補助台座5の下端とは、補助垂下状側部52の下端のことであり、或いは、係止部53の縦係止縁53aの下端のことである。   The auxiliary pedestal 5 can move up and down relative to the main pedestal 1 by the length of the screw shaft 31 (see FIGS. 2 and 3). The length of the screw shaft 31 is such that the auxiliary pedestal 5 can move until the lower end of the auxiliary pedestal 5 is equal to (including substantially equal to) or higher than the position of the upper end edge 15a of the inserted portion 15. It is such a dimension. The lower end of the auxiliary pedestal 5 is the lower end of the auxiliary hanging side portion 52 or the lower end of the vertical locking edge 53 a of the locking portion 53.

次に、本発明の建築用受具を、溝形鋼とした構造材8のフランジ81とウェッブ82に装着することについて説明する。本発明の建築用受具は、構造材8に固着される。構造材8は、溝形鋼が使用される。まず、本発明の建築用受具の締付部3のナット32を十分に緩めて、補助台座5の下端が主台座1の被挿入部15の上端縁15aと同一位置となるように補助台座5を上昇させる〔図3(A)参照〕。   Next, the mounting of the building support of the present invention on the flange 81 and the web 82 of the structural member 8 made of channel steel will be described. The building receiver of the present invention is fixed to the structural member 8. As the structural member 8, a grooved steel is used. First, the nut 32 of the tightening portion 3 of the architectural receiver of the present invention is sufficiently loosened so that the lower end of the auxiliary pedestal 5 is in the same position as the upper end edge 15a of the inserted portion 15 of the main pedestal 1. 5 is raised [see FIG. 3 (A)].

そして、主台座1の被挿入部15の挿入口15cから構造材8のフランジ81を先端から挿入する〔図3(B)参照〕。ここで被挿入部15の上端縁15aと下端縁15bとによって、フランジ81の上下両面が略挟持状態となる。さらに被挿入部15の上端縁15aは、フランジ81のX方向に亘って載置された状態となる。   And the flange 81 of the structural material 8 is inserted from the front-end | tip from the insertion port 15c of the to-be-inserted part 15 of the main base 1 [refer FIG.3 (B)]. Here, the upper and lower surfaces of the flange 81 are substantially clamped by the upper edge 15 a and the lower edge 15 b of the inserted portion 15. Further, the upper end edge 15 a of the inserted portion 15 is placed over the X direction of the flange 81.

そして、前記締付部3のナット32を螺子軸31に対して締め付けることにより、補助台座5は、下方に押されて、係止部53の縦係止縁53aと横係止縁53bとで包持される状態となる〔図3(C)参照〕。さらに、ナット32を締め付けることで、構造材8として溝形鋼のフランジ81とウェッブ82との角部が押圧され、本発明が構造材8に固定されることになる〔図3(D)参照〕。   Then, by tightening the nut 32 of the tightening portion 3 with respect to the screw shaft 31, the auxiliary base 5 is pushed downward, and the vertical locking edge 53a and the horizontal locking edge 53b of the locking portion 53 are engaged. It is in a state of being held (see FIG. 3C). Further, by tightening the nut 32, the corners of the flanged steel 81 and the web 82 are pressed as the structural material 8, and the present invention is fixed to the structural material 8 (see FIG. 3D). ].

また、補助台座5の係止部53を構成する縦係止縁53aと横係止縁53bにそれぞれに縦突出部53a´及び横突出部53b´を設けることにより、より一層強固に固定できる。つまり、ナット32を螺子軸31に対して締め付けることで、補助台座5の横突出部53b´が構造材8のフランジ81に当接する〔図4(B)参照〕。   Further, by providing the vertical protrusion 53a ′ and the horizontal protrusion 53b ′ on the vertical locking edge 53a and the horizontal locking edge 53b constituting the locking part 53 of the auxiliary base 5, respectively, the fixing can be made even more firmly. That is, by tightening the nut 32 with respect to the screw shaft 31, the lateral protrusion 53b 'of the auxiliary base 5 comes into contact with the flange 81 of the structural member 8 (see FIG. 4B).

そして、横突出部53b´とフランジ81との当接点Pを回転中心として補助台座5には回転モーメントMがかかる〔図4(B)参照〕。この回転モーメントMによって、係止部53の縦係止縁53aの縦突出部53a´がウェッブ82に押圧力Fを有して当接する。これによって、本発明の建築用受具は、極めて強固に構造材8に固定できる。   Then, a rotational moment M is applied to the auxiliary base 5 with the contact point P between the lateral protrusion 53b ′ and the flange 81 as the rotation center (see FIG. 4B). Due to this rotational moment M, the vertical protrusion 53 a ′ of the vertical locking edge 53 a of the locking portion 53 contacts the web 82 with a pressing force F. As a result, the building support of the present invention can be fixed to the structural member 8 extremely firmly.

補助台座5は、別の実施形態が存在し、金属帯板材が断面略L字形状に折曲形成されたものである〔図4(D)参照〕。補助頂部51は、金属板材で、軸貫通孔51aが形成されている。係止部53は、単に垂下状の金属板としたものであり、該係止部53は、構造材8のウェッブ82を押圧して、フランジ81を被挿入部15に押し付ける役目をなすものである。   The auxiliary pedestal 5 has another embodiment, and a metal strip is bent into a substantially L-shaped cross section [see FIG. 4D]. The auxiliary top 51 is made of a metal plate and has a shaft through hole 51a. The locking portion 53 is simply a hanging metal plate, and the locking portion 53 serves to press the web 82 of the structural material 8 and press the flange 81 against the inserted portion 15. is there.

構造材8に固定された建築用受具に吊子等の部品を介して馳締タイプ,嵌合タイプ或いは重合タイプ等の折板屋根板を施工するものである(図6参照)。屋根板材9は、種々の折板タイプが存在するものであり、嵌合キャップ材97を使用する嵌合タイプ〔図6(A)参照〕,山形部同士を重合して連結する重合タイプ〔図6(B)参照〕,馳締タイプ〔図6(C)参照〕、等が存在する。   A folded plate roof plate of a clamped type, a fitting type, a superposed type, or the like is applied to a building support fixed to the structural material 8 via a part such as a hanger (see FIG. 6). The roof plate material 9 has various folded plate types, a fitting type using the fitting cap material 97 (see FIG. 6A), and a superposition type in which the chevron portions are overlapped and connected to each other (see FIG. 6). 6 (B)], tightening type [see FIG. 6 (C)], and the like.

まず、嵌合タイプの折板屋根板では、図6(A)に示すように、被嵌合部96と、嵌合キャップ材97とから構成される。このタイプの屋根板材9に適応する嵌合吊子等の吊子部材95が使用される。そして、隣接する屋根板材9,9の対向する被嵌合部96,96が前記吊子部材95によって前記折板屋根受具の取付台座5上に固定され、対向する前記被嵌合部96,96と前記吊子部材95に前記嵌合キャップ材97が嵌合固定される〔図6(A)参照〕。   First, as shown in FIG. 6 (A), the fitting type folded plate roof plate includes a fitted portion 96 and a fitting cap material 97. A suspension member 95 such as a fitting suspension adapted to the roof plate material 9 of this type is used. And the to-be-fitted part 96,96 which the adjacent roof board | plate material 9,9 opposes is fixed on the mounting base 5 of the said folded-plate roof holder by the said hanging member 95, The said to-be-fitted part 96, which opposes The fitting cap member 97 is fitted and fixed to 96 and the hanging member 95 (see FIG. 6A).

次に、重合タイプの折板屋根板は、屋根板材9に形成された山形部98,98同士を重合させるものである〔図6(B)参照〕。この場合には、前記建築用受具の受具本体1の頂部11には螺子軸が設けられている。前記山形部98,98の頂部同士が重合されると共に、その頂部同士に前記螺子軸が貫通し、ナットが該螺子軸に締め付けられて固定される。   Next, the superposed type folded plate roof plate is one in which the chevron portions 98, 98 formed on the roof plate material 9 are polymerized (see FIG. 6B). In this case, a screw shaft is provided on the top portion 11 of the receiver body 1 of the building receiver. The tops of the chevron portions 98 and 98 are superposed, the screw shaft passes through the tops, and a nut is fastened and fixed to the screw shaft.

次に、馳締タイプの屋根板材9は、主板91のX方向両側部分より立上り側部92,92が形成され、両立上り側部92,92の両端より頂部93,93が形成され、該頂部93,93の一方の端から下馳部94aが形成され,他方の頂部93の端には上馳部94bが形成されている。前記屋根板材9は、金属製であり、具体的には金属板からドラム成形等によって成形されたものである〔図6(C)参照〕。   Next, the roof-type roofing plate material 9 is formed with rising side portions 92, 92 from both side portions in the X direction of the main plate 91, and top portions 93, 93 are formed from both ends of the compatible rising side portions 92, 92. A lower collar portion 94 a is formed from one end of 93, 93, and an upper collar portion 94 b is formed at the end of the other top portion 93. The roof plate material 9 is made of metal, and specifically, is formed from a metal plate by drum molding or the like [see FIG. 6C].

そして、このような屋根板材9,9 …が複数並設され、隣接する屋根板材9,9 同士の下馳部94aと上馳部94bとの間に、吊子等の吊子部材95を介して前記下馳部94aと前記上馳部94bとを馳締結合され馳締外囲体が施工される。   A plurality of such roof plate materials 9, 9... Are arranged side by side, and a hanger member 95 such as a hanger is interposed between the lower eaves portion 94a and the upper eave portion 94b between the adjacent roof plate materials 9, 9. Thus, the lower collar portion 94a and the upper collar portion 94b are clamped and joined together to construct a clamped enclosure.

1…主台座、11…主頂部、12…主垂下側部、15…被挿入部、15a…上端縁、
15b…下端縁、15c…挿入口、3…締付部、31…螺子軸部、32…ナット、
4…受部本体、5…補助台座、53…係止部、53a…縦係止縁、53a´…縦突出部、
53b…横係止縁、53b´…突出部。
DESCRIPTION OF SYMBOLS 1 ... Main base, 11 ... Main top part, 12 ... Main drooping side part, 15 ... Insertion part, 15a ... Upper end edge,
15b ... lower end edge, 15c ... insertion port, 3 ... tightening part, 31 ... screw shaft part, 32 ... nut,
4 ... receiving part main body, 5 ... auxiliary pedestal, 53 ... locking part, 53a ... vertical locking edge, 53a '... vertical protruding part,
53b ... Lateral locking edge, 53b '... Projection.

Claims (6)

断面コ字状の溝形鋼に装着する建築用受具において、受部本体と、主台座と、補助台座と、締付部とを備え、前記主台座は、主頂部のY方向両側に主垂下側部が形成されると共に両該主垂下側部には水平方向に延在する被挿入部が形成され、前記補助台座は係止部を有し前記主台座のX方向一方側に設けられ且つ締付部にて固定自在に連結されると共に、該締付部の締付及び締付解除によって上下方向に移動自在とし、前記補助台座の下端が前記被挿入部の上端縁に位置してなることを特徴とした建築用受具。   An architectural receiver to be mounted on a U-shaped channel steel, comprising a receiving part main body, a main pedestal, an auxiliary pedestal, and a tightening part, wherein the main pedestal is provided on both sides of the main top in the Y direction. A drooping side portion is formed and both main drooping side portions are formed with insertion portions extending in the horizontal direction, and the auxiliary pedestal has a locking portion and is provided on one side in the X direction of the main pedestal. In addition, the fastening portion is fixedly connected to the fastening portion, and is movable up and down by fastening and releasing the fastening portion, and the lower end of the auxiliary pedestal is positioned at the upper end edge of the inserted portion. Architectural receptacle characterized by 請求項1において、前記主台座の被挿入部の上端縁は下端縁よりも水平方向に長く延在形成されてなることを特徴とした建築用受具。   2. The architectural receiver according to claim 1, wherein an upper end edge of the insertion portion of the main pedestal is formed to extend in a horizontal direction longer than a lower end edge. 請求項1又は2において、前記補助台座はY方向両側に補助垂下側部が形成されると共に両該補助垂下側部で且つ前記主台座に対応する端縁にはL字形状の切欠状の係止部が形成され、該係止部の垂直状の端縁は前記溝形鋼を押圧する縦係止縁としてなることを特徴とした建築用受具。   3. The auxiliary pedestal according to claim 1, wherein auxiliary suspending side portions are formed on both sides in the Y direction, and both auxiliary suspending side portions and an edge corresponding to the main pedestal have an L-shaped notch shape. A construction support, wherein a stopper is formed, and a vertical end edge of the locking portion is a vertical locking edge that presses the grooved steel. 請求項3において、L字形状の前記係止部の前記縦係止縁は、上方側よりも下方側が前記主台座側に突出してなることを特徴とした建築用受具。   4. The architectural receiver according to claim 3, wherein the vertical locking edge of the L-shaped locking portion has a lower side protruding from the upper side toward the main pedestal side. 請求項3又は4において、L字形状の前記係止部の横係止縁は、内方側よりも外方側が下方に突出してなることを特徴とした建築用受具。   5. The architectural receiver according to claim 3 or 4, wherein a lateral locking edge of the L-shaped locking portion protrudes downward on the outer side than on the inner side. 請求項1,2,3,4又は5の何れか1項の記載において、前記締付部は、螺子軸及びナットから構成され、前記螺子軸は前記主台座の主頂部に垂直に設けられ、前記補助台座の補助頂部には、前記螺子軸が遊挿する軸貫通孔が形成され、前記ナットが前記螺子軸に締め付けられることにより前記主頂部上に前記補助頂部が固定されてなることを特徴とした建築用受具。   In any 1 paragraph of Claims 1, 2, 3, 4 or 5, the above-mentioned tightening part comprises a screw shaft and a nut, and the above-mentioned screw shaft is provided perpendicularly to the main top part of the above-mentioned main base, A shaft through hole into which the screw shaft is loosely inserted is formed in the auxiliary top portion of the auxiliary pedestal, and the auxiliary top portion is fixed on the main top portion by fastening the nut to the screw shaft. Architectural receptacle.
JP2015183907A 2015-09-17 2015-09-17 Architectural receptacle Active JP6553998B2 (en)

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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4711521U (en) * 1971-03-01 1972-10-11
JPS4932260B1 (en) * 1970-04-27 1974-08-29
JPS52154905U (en) * 1976-05-19 1977-11-24
JPS5729704U (en) * 1980-07-28 1982-02-16
JPH09184253A (en) * 1995-12-28 1997-07-15 Sanko Metal Ind Co Ltd Strike metal
JP2009243132A (en) * 2008-03-31 2009-10-22 Gantan Beauty Ind Co Ltd Mounting member for sheathing material, its mounting structure, and construction method for sheathing structure
JP2011012710A (en) * 2009-06-30 2011-01-20 Trynet:Kk Mounting bracket

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4932260B1 (en) * 1970-04-27 1974-08-29
JPS4711521U (en) * 1971-03-01 1972-10-11
JPS52154905U (en) * 1976-05-19 1977-11-24
JPS5729704U (en) * 1980-07-28 1982-02-16
JPH09184253A (en) * 1995-12-28 1997-07-15 Sanko Metal Ind Co Ltd Strike metal
JP2009243132A (en) * 2008-03-31 2009-10-22 Gantan Beauty Ind Co Ltd Mounting member for sheathing material, its mounting structure, and construction method for sheathing structure
JP2011012710A (en) * 2009-06-30 2011-01-20 Trynet:Kk Mounting bracket

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