JP2019011643A - Base frame and assembling method of exterior wall panel - Google Patents

Base frame and assembling method of exterior wall panel Download PDF

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JP2019011643A
JP2019011643A JP2017129838A JP2017129838A JP2019011643A JP 2019011643 A JP2019011643 A JP 2019011643A JP 2017129838 A JP2017129838 A JP 2017129838A JP 2017129838 A JP2017129838 A JP 2017129838A JP 2019011643 A JP2019011643 A JP 2019011643A
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wall
wall surface
wall panel
surface material
groundwork
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JP7100430B2 (en
Inventor
雅司 大久保
Masashi Okubo
雅司 大久保
秀俊 橘
Hidetoshi Tachibana
秀俊 橘
中村 圭吾
Keigo Nakamura
圭吾 中村
智美 添田
Tomomi Soeda
智美 添田
智洋 藤沼
Tomohiro Fujinuma
智洋 藤沼
栄紀 鴨下
Yoshinori Kamoshita
栄紀 鴨下
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Fujita Corp
Daiwa House Industry Co Ltd
Nippon Steel Coated Sheet Corp
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Fujita Corp
Daiwa House Industry Co Ltd
Nippon Steel and Sumikin Coated Sheet Corp
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Abstract

To provide a base frame capable of properly positioning a wall material of an exterior wall panel, and assembling method of exterior wall panel.SOLUTION: In the assembling method of an exterior wall panel, the exterior wall panel is assembled using a base frame 1 on which a mark M is given at a point where the upper end of the exterior wall material 51 is positioned, at a position where the exterior wall material 51 is fixed to a base material 52. In this method, using an adjustment jig 500, for example, the exterior wall material 51 which is positioned at the upper side is pressed downward. A worker adjusts the position of the upper end of the exterior wall material 51 to the mark M by pressing down the exterior wall material 51. In the state that the position is adjusted, the exterior wall material 51 is fixed to the base material 52.SELECTED DRAWING: Figure 9

Description

この発明は、上下に配置した外壁面材を下地材で連結した外壁パネルを建物躯体の外壁取付箇所とは異なる場所で組み立てるのに用いられる地組架台、および上記地組架台を用いた外壁パネルの作製方法に関する。   The present invention relates to a ground frame used for assembling an outer wall panel in which upper and lower outer wall materials are connected by a base material at a place different from an outer wall mounting position of a building frame, and an outer wall panel using the ground frame It relates to a manufacturing method.

特許文献1には、建物躯体への取付状態で上下方向に並ぶ複数枚の外壁パネルを、上記建物躯体への取付け用の下地となり、上記外壁パネルの横幅方向に並んでそれぞれ上下方向に延びる複数本の胴縁に、上記建物躯体の外壁パネル取付け箇所とは別の場所で組み付けて下地一体型の外壁パネルユニットとする作業に用いる地組架台であって、自立する地組架台本体と、この地組架台本体にそれぞれ取付けられ、上記外壁パネルユニットのユニット化前の上記複数本の各胴縁を、ユニット化後の配置関係でかつ立ち姿勢として、その下端および上部で位置決め状態に保持する複数の下端固定治具および上側固定治具と、を備える、外壁パネルの地組架台が開示されている。   In Patent Document 1, a plurality of outer wall panels arranged in the vertical direction in a state of being attached to the building frame serve as a base for mounting to the building frame, and extend in the vertical direction along the lateral width direction of the outer wall panel. A ground frame used for the work of assembling a base wall-integrated outer wall panel unit by assembling to the body edge of the book at a location different from the location of the outer wall panel of the building frame, A plurality of each of the plurality of body edges, which are respectively attached to the groundwork frame main body, and held in the positioning state at the lower end and the upper portion thereof in the arrangement relation and the standing posture after the unitization as the united state of the outer wall panel unit. An outer wall panel base frame comprising a lower end fixing jig and an upper side fixing jig is disclosed.

特開2016−94786号公報Japanese Patent Laid-Open No. 2006-94786

上記特許文献1は、外壁パネルの下地材(縦胴縁)の位置決め技術について開示するに過ぎない。ここで、上記外壁パネルの外壁面材については、固定済の下側の外壁面材の上側に外壁面材を配置するときに、この上側の外壁面材の上端を押さえて下方への力を付与し、下側の外壁面材と上側の外壁面材との間の目地の幅(上下間隔)が所定寸法となったときに、上側の外壁面材を下地材に固定することが考えられる。   The above-mentioned patent document 1 only discloses a positioning technique for the base material (vertical trunk edge) of the outer wall panel. Here, with respect to the outer wall surface material of the outer wall panel, when the outer wall surface material is disposed on the upper side of the fixed lower outer wall surface material, the upper wall surface material on the upper side is pressed to exert downward force. It is conceivable that the upper outer wall surface material is fixed to the base material when the joint width (vertical interval) between the lower outer wall surface material and the upper outer wall surface material reaches a predetermined dimension. .

この場合、上側の外壁面材の上端を押さえるときの作業目線と、上記目地の幅を計測するときの作業目線との間には、外壁面材の縦寸法程度の距離の開きが生じることになる。このため、一人の作業者で上記目地の幅の計測をしつつ外壁面材の位置調整を行うことは容易ではなく、また、作業者を複数人で行うのでは、コストが上昇することになる。   In this case, there is an opening of a distance of about the vertical dimension of the outer wall surface material between the work eye line when pressing the upper end of the upper outer wall material and the work eye line when measuring the joint width. Become. For this reason, it is not easy to adjust the position of the outer wall surface material while measuring the joint width by one worker, and the cost increases if a plurality of workers are used. .

この発明は、上記の事情に鑑み、外壁パネルの外壁面材の位置決めが的確に行える地組架台および外壁パネルの作製方法を提供することを課題とする。   This invention makes it a subject to provide the manufacturing method of the groundwork stand which can position the outer wall surface material of an outer wall panel accurately, and an outer wall panel in view of said situation.

この発明の地組架台は、上記の課題を解決するために、複数の外壁面材を上下に並べて下地材で連結した外壁パネルを、当該外壁パネルが取り付けられる建物躯体の取付箇所とは異なる場所で組み立てるための地組架台であって、上記複数の外壁面材の上下間隔揃えと側面揃えの少なくとも一方を行うための位置基準部を備えたことを特徴とする。   In order to solve the above-mentioned problem, the ground frame of the present invention is a place different from the mounting position of the building frame to which the outer wall panel is attached, by arranging the outer wall panel in which a plurality of outer wall materials are arranged vertically and connected by a base material. And a position reference part for performing at least one of vertical interval alignment and side surface alignment of the plurality of outer wall surface materials.

上記の構成によれば、上記複数の外壁面材の上下間隔揃えと側面揃えの少なくとも一方を行うための位置基準部を地組架台に備えたので、外壁パネルの外壁面材の位置決めが的確に行えることになる。   According to the above configuration, since the ground frame has the position reference portion for performing at least one of the vertical interval alignment and the side surface alignment of the plurality of outer wall materials, the positioning of the outer wall materials of the outer wall panel can be accurately performed. It will be possible.

上記位置基準部として、上記外壁面材を上記下地材に固定する位置での当該外壁面材の上端が位置する箇所に、マークが付されていてもよい。これによれば、作業者は、上記外壁面材の上端を治具等で押さえ、当該上端を上記マークの位置に合わせることで、下側の外壁面材と上側の外壁面材との間の目地の幅(上下間隔)を規定値に合わせることができる。したがって、上下の外壁面材の目地の幅を直接的に計測する必要がなくなり、例えば、一人の作業者によって上記目地の幅を規定値に合わせつつ外壁面材を固定していくことが容易になる。   As the position reference portion, a mark may be attached at a position where the upper end of the outer wall surface material is positioned at a position where the outer wall surface material is fixed to the base material. According to this, the operator presses the upper end of the outer wall surface material with a jig or the like, and aligns the upper end with the position of the mark so that the space between the lower outer wall surface material and the upper outer wall surface material is reduced. The joint width (vertical spacing) can be adjusted to a specified value. Therefore, there is no need to directly measure the joint width of the upper and lower outer wall materials, and for example, it is easy to fix the outer wall material while adjusting the joint width to a specified value by one worker. Become.

上記マークは、上記外壁面材の後面側に位置する支柱部の前側の面に付されていてもよい。   The said mark may be attached | subjected to the surface of the front side of the support | pillar part located in the rear surface side of the said outer wall surface material.

上記位置基準部として、上記外壁面材の側面に存在する突出部と干渉しないように当該突出部よりも前側の側面部分に接触する接触部を有していてもよい。これによれば、目につく上記外壁面材の前側を基準にして、上記位置基準部である上記接触部による上記外壁面材の側面揃えが行える。   The position reference portion may include a contact portion that contacts a side surface portion on the front side of the protrusion so as not to interfere with the protrusion existing on the side surface of the outer wall surface material. According to this, the side surface alignment of the outer wall surface material by the contact portion which is the position reference portion can be performed with reference to the front side of the noticeable outer wall surface material.

上記接触部は、当該地組架台を構成する支柱部または梁部に設けられていてもよい。   The said contact part may be provided in the support | pillar part or beam part which comprises the said groundwork stand.

また、この発明の外壁パネルの作製方法は、複数の外壁面材を上下に並べて下地材で連結した外壁パネルを、当該外壁パネルが取り付けられる建物躯体の取付箇所とは異なる場所で組み立てるための地組架台を用いて外壁パネルを作製する方法であって、上記地組架台には、上記外壁面材を上記下地材に固定する位置での当該外壁面材の上端が位置する箇所においてマークが付されており、上記外壁面材の上端を下方に押さえることで当該外壁面材の上端を上記マークの位置に合わせて上記下地材に固定することを特徴とする。   Further, according to the manufacturing method of the outer wall panel of the present invention, an outer wall panel in which a plurality of outer wall materials are arranged in a vertical direction and connected by a base material is assembled on a ground for assembling at a place different from a mounting position of a building frame to which the outer wall panel is attached. A method for producing an outer wall panel using an assembling stand, wherein the ground assembling stand is marked at a position where an upper end of the outer wall surface material is located at a position where the outer wall surface material is fixed to the base material. The upper end of the outer wall surface material is pressed downward, and the upper end of the outer wall surface material is fixed to the base material in accordance with the position of the mark.

上記の方法によれば、作業者は、上記外壁面材の上端を治具等で押さえ、当該上端を上記マークの位置に合わせることで、下側の外壁面材と上側の外壁面材との間の目地の幅を規定値に合わせることができる。したがって、上下の外壁面材の目地の幅を直接的に計測する必要がなくなり、例えば、一人の作業者によって上記目地の幅を規定値に合わせつつ外壁面材を固定していくことが容易になる。   According to the above method, the operator holds the upper end of the outer wall surface material with a jig or the like, and aligns the upper end with the position of the mark so that the lower outer wall surface material and the upper outer wall surface material are aligned. The width of the joints can be adjusted to the specified value. Therefore, there is no need to directly measure the joint width of the upper and lower outer wall materials, and for example, it is easy to fix the outer wall material while adjusting the joint width to a specified value by one worker. Become.

上記の方法において、上記外壁面材の上端が、前後に分かれた同一高さの2個の凸部からなる場合、前側の凸部を上記マークの位置に合わせるようにしてもよい。これによれば、目につく上記外壁面材の前側を基準にして、上記マークによる上記外壁面材の目地寸法合わせが行われる。   In the above method, when the upper end of the outer wall surface material is composed of two convex portions having the same height divided in the front and rear, the front convex portion may be aligned with the position of the mark. According to this, the joint size adjustment of the outer wall surface material by the mark is performed with reference to the front side of the noticeable outer wall surface material.

本発明であれば、外壁パネルの外壁面材の位置決めが的確に行えるという効果を奏する。   If it is this invention, there exists an effect that positioning of the outer wall surface material of an outer wall panel can be performed exactly.

本発明の実施形態に係る外壁パネルの地組架台で製作することができる外壁パネルの構造例を示した概略の斜視図である。It is the schematic perspective view which showed the structural example of the outer wall panel which can be manufactured with the groundwork stand of the outer wall panel which concerns on embodiment of this invention. 同図(A)は図1の外壁パネルにおける外壁面材の上部および下部の断面を示すとともにマークとの関係を示した説明図であり、同図(B)は図1の上下に並ぶ外壁面材の嵌め込み箇所を示すとともに下側の外壁面材と上側の外壁面材との間の目地の幅との関係を示した説明図である。1A is an explanatory view showing a cross section of the upper and lower portions of the outer wall surface material in the outer wall panel of FIG. 1 and showing a relationship with the mark, and FIG. 1B is an outer wall surface aligned vertically in FIG. It is explanatory drawing which showed the fitting position of a material, and showed the relationship with the width | variety of the joint between a lower outer wall surface material and an upper outer wall surface material. 本発明の実施形態に係る外壁パネルの地組架台を示すとともに、外壁パネルを仮想線で示した正面図である。It is the front view which showed the groundwork stand of the outer wall panel which concerns on embodiment of this invention, and showed the outer wall panel with the virtual line. 図3の地組架台を示すとともに、組み立て中の外壁パネルを仮想線で示した概略の斜視図である。It is the general | schematic perspective view which showed the outer-base panel under assembly while showing the groundwork stand of FIG. 3, and the imaginary line. 図3の地組架台に設けられた位置基準部としての接触部による外壁面材の側面揃えを示した説明図である。It is explanatory drawing which showed the side alignment of the outer wall surface material by the contact part as a position reference | standard part provided in the groundwork stand of FIG. 図3の地組架台による外壁パネルの組み立ておよびこれに伴う下地材保持具の操作状態を示した説明図である。It is explanatory drawing which showed the assembly state of the outer wall panel by the groundwork frame of FIG. 3, and the operation state of the base material holder accompanying this. 図6中の閉鎖断面鋼材用の下地材保持具を示した概略の平面図である。It is the schematic top view which showed the base material holder for the closed cross-section steel materials in FIG. 図6中の開放断面鋼材用の下地材保持具を示した概略の平面図である。It is the schematic top view which showed the base material holder for the open cross-section steel materials in FIG. 本発明の実施形態に係る外壁パネルの作製方法を示した説明図である。It is explanatory drawing which showed the preparation methods of the outer wall panel which concerns on embodiment of this invention.

以下、この発明の実施の形態を添付図面に基づいて説明する。
図1に示すように、外壁パネル5は、複数の横長の外壁面材51を上下に並べて下地材52で相互に連結された構造を有する。図1に示す例では、上記下地材52として、最も端位置の2本の縦胴縁52aと、中央側の例えば4本の縦胴縁52bを備えている。上記縦胴縁52aは、角形鋼管等の閉鎖断面鋼材からなっている。一方、上記縦胴縁52bは、リップ溝型鋼や溝型鋼等の開放断面鋼材からなる。なお、下地材52の全てを閉鎖断面鋼材である縦胴縁52aとすることもでき、また、下地材52の全てを開放断面鋼材である縦胴縁52bとすることもできる。
Embodiments of the present invention will be described below with reference to the accompanying drawings.
As shown in FIG. 1, the outer wall panel 5 has a structure in which a plurality of horizontally long outer wall materials 51 are arranged vertically and connected to each other by a base material 52. In the example shown in FIG. 1, the base material 52 includes two vertical trunk edges 52 a at the extreme end positions and, for example, four vertical trunk edges 52 b on the center side. The vertical trunk edge 52a is made of a closed cross-section steel material such as a square steel pipe. On the other hand, the vertical trunk edge 52b is made of an open cross-section steel material such as lip groove steel or groove steel. Note that all of the base material 52 can be a vertical trunk edge 52a which is a closed cross-section steel material, and all of the base material 52 can be a vertical trunk edge 52b which is an open cross-section steel material.

上記外壁面材51の端面の前後幅方向の略中央には、突出部51gが形成されている。また、上記外壁面材51は、例えば、図2(A)および図2(B)に示すように、不燃断熱材51aを鋼板51b、51cで挟み込んだ金属サンドイッチパネルである。2枚の外壁面材51を上下に並べた場合、下段に位置する外壁面材51の上端面に形成された横幅方向に長い2か所の凹部51dに、上段に位置する外壁面材51の下端面に形成された横幅方向に長い2か所の凸部51eが嵌まり込むことにより、上下の外壁面材51が互いに面外方向に位置ずれしないように組み合わされる。なお、上下の外壁面材51により形成される目地の幅(高さ)Xは、例えば、10mm幅とされる。   A protruding portion 51g is formed at the approximate center of the end surface of the outer wall material 51 in the front-rear width direction. Moreover, the said outer wall surface material 51 is a metal sandwich panel which sandwiched the nonflammable heat insulating material 51a with the steel plates 51b and 51c, for example, as shown to FIG. 2 (A) and FIG. 2 (B). When the two outer wall materials 51 are arranged one above the other, the outer wall materials 51 located in the upper stage are formed in two recesses 51d that are long in the widthwise direction and formed in the upper end surface of the outer wall material 51 located in the lower stage. By fitting the two convex portions 51e formed in the lower end surface in the lateral width direction, the upper and lower outer wall surface materials 51 are combined so as not to be displaced from each other in the out-of-plane direction. The width (height) X of the joint formed by the upper and lower outer wall surfaces 51 is, for example, 10 mm.

図3および図4に示すように、地組架台1を用いることによって、上記複数の外壁面材51を上下に並べて下地材52で連結した外壁パネル5を、当該外壁パネル5が取り付けられる建物躯体の外壁取付箇所とは異なる場所で組み立てることができる。なお、図4では、地組架台1を簡略化して示している。また、この図4において、「前側」は、地組架台1を構成する各部材についての前面側とされ、また、上記外壁面材51等についても、その前面側を上記「前側」に向けた状態でセットされるものとする。   As shown in FIG. 3 and FIG. 4, by using the groundwork frame 1, an outer wall panel 5 in which the plurality of outer wall surfaces 51 are arranged in the vertical direction and connected by a base material 52 is installed in the building frame to which the outer wall panel 5 is attached. It can be assembled at a location different from the outer wall mounting location. In FIG. 4, the groundwork frame 1 is shown in a simplified manner. In FIG. 4, the “front side” is the front side of each member constituting the groundwork frame 1, and the front side of the outer wall surface material 51 and the like is also directed to the “front side”. It shall be set in the state.

上記地組架台1は、上記外壁面材51の側面側に位置する支柱部11Aと、上記外壁面材51の後面側となる位置に配置された奥側支柱部11Bと、上記支柱部11A、11Bの下側と中側と上側とにそれぞれ掛け渡される3本の梁部12と、を備える。   The ground frame 1 includes a column part 11A located on the side surface side of the outer wall surface material 51, a back column part 11B disposed at a position on the rear surface side of the outer wall material 51, the column part 11A, 11B, and three beam portions 12 spanned on the lower side, the middle side, and the upper side, respectively.

例えば、上記支柱部11Aの下部側は、下側の梁部12の前面側に固定されており、上記支柱部11Aの中央側および上部側は、中側と上側の梁部12の前面側にスペーサ11aを介してそれぞれ固定されている。中側と上側の梁部12は、上記縦胴縁52a、52bの後面側に設けられる。また、上記奥側支柱部11Bの下端は、下側の梁部12の上面上に固定され、上記奥側支柱部11Bの上部は、上側の梁部12の前面側に固定されている。   For example, the lower side of the column part 11A is fixed to the front side of the lower beam part 12, and the center side and upper side of the column part 11A are on the front side of the middle and upper beam part 12. Each is fixed via a spacer 11a. The middle beam portion 12 and the upper beam portion 12 are provided on the rear surface side of the vertical trunk edges 52a and 52b. Further, the lower end of the back column portion 11B is fixed on the upper surface of the lower beam portion 12, and the upper portion of the back column portion 11B is fixed to the front surface side of the upper beam portion 12.

上記梁部12は、例えば、架台支持フレームに固定される。また、例えば、最下の梁部12の前側部に面材載置部が形成されており、この面材載置部上に最下段の外壁面材51が置かれる。   The beam portion 12 is fixed to a gantry support frame, for example. Further, for example, a face material placing portion is formed on the front side portion of the lowermost beam portion 12, and the lowermost outer wall surface material 51 is placed on the face material placing portion.

上段に位置する上記梁部12および中段に位置する上記梁部12上には、閉鎖断面鋼材からなる上記縦胴縁52aを保持する下地材保持具2および開放断面鋼材からなる上記縦胴縁52bを保持する下地材保持具3が固定されている。なお、下段に位置する上記梁部12には、図示していないが、上記縦胴縁52a、52bが差し込まれる位置決め凸部或いは上記縦胴縁52a、52bの側面が当接される位置決め板部が設けられる。   On the beam portion 12 located at the upper stage and the beam portion 12 located at the middle stage, the base material holder 2 for holding the vertical trunk edge 52a made of a closed cross-section steel material and the vertical trunk edge 52b made of an open cross-section steel material. The base material holder 3 for holding is fixed. Although not shown in the figure, the beam portion 12 positioned at the lower stage is a positioning convex portion into which the vertical body edges 52a and 52b are inserted or a positioning plate portion with which the side surfaces of the vertical body edges 52a and 52b are in contact. Is provided.

図4に示したごとく、上記縦胴縁52a、52bをセットした後、外壁面材51をセットしていく。この時に、外壁面材51に面外方向の反りがあれば、図示しない反り矯正手段によって強制することもできる。作業者は、セットした上記外壁面材51の上端部側にビス等をねじ込み、上記外壁面材51を先にセットした上記縦胴縁52a、52bに固定する。   As shown in FIG. 4, after setting the vertical trunk edges 52a and 52b, the outer wall surface material 51 is set. At this time, if the outer wall surface material 51 has a warp in the out-of-plane direction, it can be forced by a warp correction means (not shown). An operator screws a screw etc. in the upper end part side of the set outer wall surface material 51, and fixes the outer wall surface material 51 to the vertical trunk edges 52a and 52b set first.

また、上下に配置される複数の外壁面材51については、図5に示すように、位置基準部としての接触部材14の突出板部を基準面とし、この基準面に外壁面材51の一端を押し当てることで、複数の外壁面材51の縁を互いに揃えるようにしている。上記接触部材14は、例えば、Lアングルをその長手方向が鉛直を向くように配置され、このLアングルにおける一方の板部が上記突出板部とされる。ここで、上記外壁面材51の上記突出部51gと干渉しないように、上記接触部材14の突出板部は、上記突出部51gよりも前側となる箇所の上記外壁面材51の側面部に接触するように設けられている。換言すれば、目につく上記外壁面材51の前側において、上記接触部材14による上記外壁面材51の側面揃えが行われる。   In addition, as shown in FIG. 5, the plurality of outer wall surface members 51 arranged above and below use the protruding plate portion of the contact member 14 as a position reference portion as a reference surface, and one end of the outer wall surface material 51 on this reference surface The edges of the plurality of outer wall surface materials 51 are aligned with each other. The contact member 14 is, for example, arranged such that the L angle has its longitudinal direction oriented vertically, and one plate portion of the L angle is the protruding plate portion. Here, the protruding plate portion of the contact member 14 is in contact with the side surface portion of the outer wall surface material 51 at the front side of the protruding portion 51g so as not to interfere with the protruding portion 51g of the outer wall surface material 51. It is provided to do. In other words, the side surface alignment of the outer wall surface material 51 by the contact member 14 is performed on the front side of the noticeable outer wall surface material 51.

また、上下に配置される複数の外壁面材51の横目地の幅(高さ)Xについては、図9に示すように、調整治具500によって上側の外壁面材51を下側に押さえることで、上下の外壁面材51にできる目地の幅Xを、例えば一定の10mmに調節することができる。上記目地の高さXを一定に揃えるために、上記外壁面材51の後面側に位置する支柱部11Bの前側の面に、位置基準部として複数のマークMが墨或いはテープ等によって付されている。上記マークMは、上記外壁面材51を上記下地材52に固定する各位置での当該外壁面材51の上端(凸部51e)が位置する箇所ごと(高さごと)に付されている。外壁パネル5の作製法の詳細については、後述する。   Further, as shown in FIG. 9, the width (height) X of the horizontal joints of the plurality of outer wall materials 51 arranged above and below is pressed down by the adjustment jig 500. Thus, the joint width X formed on the upper and lower outer wall materials 51 can be adjusted to, for example, a constant 10 mm. In order to make the joint joint height X uniform, a plurality of marks M are attached to the front surface of the support column 11B located on the rear surface side of the outer wall member 51 as a position reference portion with ink or tape. Yes. The said mark M is attached | subjected for every location (every height) where the upper end (convex part 51e) of the said outer wall surface material 51 in each position which fixes the said outer wall surface material 51 to the said base material 52 is located. Details of the manufacturing method of the outer wall panel 5 will be described later.

また、図6に示すように、上記下地材保持具2,3によって上記縦胴縁52a、52bの前後方向の移動規制がされた状態で、外壁面材51を上記縦胴縁52a、52bに固定していく際に、上記下地材保持具2を操作することができ、また、外壁パネル5が完成された後には、上記下地材保持具2、3を操作して、上記外壁パネル5を地組架台1から取り外すことができる。   Further, as shown in FIG. 6, the outer wall material 51 is moved to the vertical body edges 52a and 52b in a state where the movement of the vertical body edges 52a and 52b in the front-rear direction is restricted by the base material holders 2 and 3. When fixing, the base material holder 2 can be operated, and after the outer wall panel 5 is completed, the base material holders 2 and 3 are operated so that the outer wall panel 5 is moved. It can be removed from the groundwork frame 1.

上記下地材保持具2は、例えば、図7に示すように、ベース板21を備える。このベース板21にはボルト挿通孔が形成されており、このボルト挿通孔にボルトを挿通し、上記梁部12に形成されている螺子孔にねじ込むことで、上記ベース板21が上記梁部12に固定される。   The base material holder 2 includes a base plate 21, for example, as shown in FIG. Bolt insertion holes are formed in the base plate 21. Bolts are inserted into the bolt insertion holes and screwed into screw holes formed in the beam portion 12, so that the base plate 21 is connected to the beam portion 12. Fixed to.

上記下地材保持具2は、前側に突出するように片部22(第2固定部)を備える。上記ベース板21の前側の辺(第1固定部)と、この辺に直交する上記片部22(第2固定部)の辺とにより、閉鎖断面鋼材からなる上記縦胴縁52aの後面を含む隣り合う2面に接触する固定接触部が形成される。そして、上記片部22から上記縦胴縁52aの幅相当の間隔をおいて、上記縦胴縁52aの前面を含む他の隣り合う2面に接触および離脱が行える可動接触部23が設けられている。上記下地材保持具2は、上記片部22による固定接触部と上記可動接触部23とにより、上記閉鎖断面鋼材からなる上記縦胴縁52aの外面に接触し、上記縦胴縁52aの左右移動および前後移動を規制する規制状態と、上記規制状態を解除する解除状態とを形成することができる。   The base material holder 2 includes a piece 22 (second fixing portion) so as to protrude to the front side. Adjacent to the front side of the base plate 21 (first fixing portion) and the side of the piece 22 (second fixing portion) orthogonal to the side including the rear surface of the vertical trunk edge 52a made of a closed cross-section steel material. A fixed contact portion that contacts two mating surfaces is formed. A movable contact portion 23 capable of contacting and detaching is provided on the other two surfaces including the front surface of the vertical body edge 52a at an interval corresponding to the width of the vertical body edge 52a from the piece portion 22. Yes. The base material holder 2 is brought into contact with the outer surface of the vertical body edge 52a made of the closed cross-section steel material by the fixed contact part by the piece part 22 and the movable contact part 23, and the left and right movement of the vertical body edge 52a In addition, it is possible to form a restricted state for restricting forward / backward movement and a released state for releasing the restricted state.

上記可動接触部23は、第1片部23aを回動自在に支持するように上記ベース板21上に設けられた蝶番23bと、上記第1片部23aの端側で第2片部23cを回動自在に支持する蝶番23dと、上記第2片部23cの略中央側で第3片部23eを回動自在に支持する蝶番23fとを備える。上記蝶番23bおよび蝶番23dは上記ベース板21の前側の辺と平行に回動軸を有しており、上記蝶番23fは上記前側の辺と略同一面内で直交する方向に回動軸を有している。   The movable contact portion 23 has a hinge 23b provided on the base plate 21 so as to rotatably support the first piece portion 23a, and a second piece portion 23c on the end side of the first piece portion 23a. A hinge 23d that rotatably supports the hinge 23d and a hinge 23f that rotatably supports the third piece 23e on the substantially central side of the second piece 23c. The hinge 23b and the hinge 23d have a rotation axis parallel to the front side of the base plate 21, and the hinge 23f has a rotation axis in a direction substantially orthogonal to the front side. doing.

上記縦胴縁52bを保持する下地材保持具3は、例えば、図8に示すように、ベース板31を備える。このベース板31にはボルト挿通孔が形成されており、このボルト挿通孔にボルトを挿通し、上記梁部12に形成されている螺子孔にねじ込むことで、上記ベース板31が上記梁部12に固定される。   The base material holder 3 that holds the vertical trunk edge 52b includes a base plate 31 as shown in FIG. 8, for example. Bolt insertion holes are formed in the base plate 31, and bolts are inserted into the bolt insertion holes and screwed into screw holes formed in the beam portion 12, so that the base plate 31 is connected to the beam portion 12. Fixed to.

上記下地材保持具3は、前側に突出するように固定片部32を備える。この固定片部32には、上記縦胴縁52bとしてのリップ溝形鋼におけるリップ部に係合する係合部32aが形成されている。上記リップ溝形鋼における後面側が上記ベース板31の前側の辺に当たり、上記係合部32aをリップ部に係合させることで、上記縦胴縁52bの前後移動を規制する規制状態を形成することができる。また、上記固定片部32から上記縦胴縁52bの幅相当の間隔をおいて、上記縦胴縁52bの側面に接触および離脱が行える可動接触部33が設けられている。上記可動接触部33は、上記縦胴縁52bの側面に接触する片部33aを、を上記ベース板31上に設けた蝶番33bによって、回動自在に支持している。   The base material holder 3 includes a fixed piece 32 so as to protrude to the front side. The fixed piece portion 32 is formed with an engaging portion 32a that engages with a lip portion of the lip groove steel as the vertical body edge 52b. The rear surface side of the lip channel steel hits the front side of the base plate 31, and the engaging portion 32a is engaged with the lip portion, thereby forming a restricting state that restricts the longitudinal movement of the vertical body edge 52b. Can do. In addition, a movable contact portion 33 capable of contacting and detaching is provided on the side surface of the vertical drum edge 52b at a distance corresponding to the width of the vertical drum edge 52b from the fixed piece portion 32. The movable contact portion 33 rotatably supports a piece portion 33a that contacts the side surface of the vertical body edge 52b by a hinge 33b provided on the base plate 31.

図9に、この実施形態の外壁パネルの作製方法の一例を示す。この作製方法では、上記外壁面材51を上記下地材52に固定する位置での当該外壁面材51の上端が位置する箇所においてマークMが付された上記地組架台1を用いて外壁パネルを作製する。そして、この方法においては、例えば、調整治具500を用い、既設の下側の外壁面材51から力を得て、未固定の上側の外壁面材51を下側に押さえる。すなわち、上記調整治具500の下部を既設の下側の外壁面材51の下部に係合させ、上記調整治具500の上部を未固定の上側の外壁面材51の上端に係合させ、上記上部の握り部に連結されているボールねじ部を回すことで、上側の外壁面材51を下側に押さえる。作業者は、このように、上側の外壁面材51を下方に押さえる操作を行い、当該外壁面材51の上端を上記マークMの位置に合わせた後に、上側の外壁面材51をビス等によって上記下地材52に固定する。   FIG. 9 shows an example of a method for producing the outer wall panel of this embodiment. In this manufacturing method, an outer wall panel is formed using the above-mentioned groundwork frame 1 to which the mark M is attached at a position where the upper end of the outer wall surface material 51 is positioned at a position where the outer wall surface material 51 is fixed to the base material 52. Make it. In this method, for example, the adjustment jig 500 is used to obtain a force from the existing lower outer wall surface material 51 and press the unfixed upper outer wall surface material 51 downward. That is, the lower part of the adjustment jig 500 is engaged with the lower part of the existing lower outer wall surface material 51, the upper part of the adjustment jig 500 is engaged with the upper end of the unfixed upper outer wall surface material 51, By turning the ball screw portion connected to the upper grip portion, the upper outer wall surface material 51 is pressed downward. Thus, the operator performs an operation of pressing the upper outer wall surface material 51 downward, aligns the upper end of the outer wall surface material 51 with the position of the mark M, and then attaches the upper outer wall surface material 51 with a screw or the like. Fix to the base material 52.

上記の方法によれば、作業者は、上記外壁面材51の上端を治具等で押さえ、当該上端を上記マークMの位置に合わせることで、下側の外壁面材51と上側の外壁面材51との間の目地の幅Xを規定値に合わせることができる。したがって、上下の外壁面材51の目地Xの幅を直接的に計測する必要がなくなり、例えば、一人の作業者によって上記目地の幅Xを規定値に合わせつつ外壁面材51を固定していくことが容易になる。   According to the above method, the operator holds the upper end of the outer wall surface material 51 with a jig or the like and aligns the upper end with the position of the mark M, so that the lower outer wall surface material 51 and the upper outer wall surface material are aligned. The width X of the joint with the material 51 can be adjusted to a specified value. Therefore, it is not necessary to directly measure the width of the joint X of the upper and lower outer wall materials 51. For example, the outer wall material 51 is fixed by one operator while adjusting the joint width X to a specified value. It becomes easy.

ここで、上記外壁面材51の上端が前後に分かれた同一高さの2個の凸部51eからなる場合、前側の凸部51eを上記マークMの位置に合わせるようにしてもよい(図2参照)。これによれば、目につく上記外壁面材51の前側を基準にして、上記マークMによる上記外壁面材51の目地寸法合わせが行われる。なお、上記接触部材14についても、目につく上記外壁面材51の前側において、上記接触部材14による上記外壁面材51の側面揃えが行われている。   Here, in the case where the upper end of the outer wall material 51 is composed of two convex portions 51e having the same height and separated in the front and rear, the front convex portion 51e may be aligned with the position of the mark M (FIG. 2). reference). According to this, the joint dimensions of the outer wall surface material 51 by the mark M are adjusted based on the front side of the noticeable outer wall surface material 51. Note that the contact member 14 is also aligned on the front side of the outer wall surface material 51 by the contact member 14 on the front side of the noticeable outer wall surface material 51.

また、上記地組架台1は、同一の外壁パネル5の作製において繰り返し用いることができる。仕様が異なる外壁パネルを作製するときには、この仕様に合わせて上記マークMを付しなおせばよい。   Moreover, the above-mentioned groundwork frame 1 can be used repeatedly in the production of the same outer wall panel 5. When manufacturing an outer wall panel having different specifications, the mark M may be reapplied in accordance with this specification.

以上、図面を参照してこの発明の実施形態を説明したが、この発明は、図示した実施形態のものに限定されない。図示した実施形態に対して、この発明と同一の範囲内において、あるいは均等の範囲内において、種々の修正や変形を加えることが可能である。   As mentioned above, although embodiment of this invention was described with reference to drawings, this invention is not limited to the thing of embodiment shown in figure. Various modifications and variations can be made to the illustrated embodiment within the same range or equivalent range as the present invention.

1 :地組架台
2 :下地材保持具(閉鎖断面鋼材)
3 :下地材保持具(開放断面鋼材)
5 :外壁パネル
11A :支柱部
11B :奥側支柱部
11a :スペーサ
12 :梁部
14 :接触部材(接触部)
21 :ベース板
22 :片部
23 :可動接触部
23a :第1片部
23b :蝶番
23c :第2片部
23d :蝶番
23e :第3片部
23f :蝶番
31 :ベース板
32 :固定片部
32a :係合部
33 :可動接触部
33a :片部
33b :蝶番
51 :外壁面材
51a :不燃断熱材
51b :鋼板
51c :鋼板
51d :凹部
51e :凸部
51g :突出部
52 :下地材
52a :縦胴縁(閉鎖断面)
52b :縦胴縁(開放断面)
500 :調整治具
M :マーク
X :目地幅
1: Groundwork stand 2: Base material holder (closed section steel)
3: Base material holder (open section steel)
5: Outer wall panel 11A: Column 11B: Back column 11a: Spacer 12: Beam 14: Contact member (contact)
21: base plate 22: piece portion 23: movable contact portion 23a: first piece portion 23b: hinge 23c: second piece portion 23d: hinge 23e: third piece portion 23f: hinge 31: base plate 32: fixed piece portion 32a : Engaging part 33: movable contact part 33a: piece part 33b: hinge 51: outer wall surface material 51a: incombustible heat insulating material 51b: steel sheet 51c: steel sheet 51d: recessed part 51e: convex part 51g: projecting part 52: base material 52a: vertical Body edge (closed section)
52b: Vertical trunk edge (open cross section)
500: Adjustment jig M: Mark X: Joint width

Claims (7)

複数の外壁面材を上下に並べて下地材で連結した外壁パネルを、当該外壁パネルが取り付けられる建物躯体の取付箇所とは異なる場所で組み立てるための地組架台であって、
上記複数の外壁面材の上下間隔揃えと側面揃えの少なくとも一方を行うための位置基準部を備えたことを特徴とする地組架台。
A ground frame for assembling an outer wall panel in which a plurality of outer wall materials are arranged vertically and connected with a base material at a location different from the mounting location of the building frame to which the outer wall panel is attached,
A groundwork frame comprising a position reference portion for performing at least one of vertical interval alignment and side surface alignment of the plurality of outer wall surfaces.
請求項1に記載の地組架台において、上記位置基準部として、上記外壁面材を上記下地材に固定する位置での当該外壁面材の上端が位置する箇所に、マークが付されていることを特徴とする地組架台。   The groundwork frame according to claim 1, wherein, as the position reference portion, a mark is provided at a position where an upper end of the outer wall surface material is positioned at a position where the outer wall surface material is fixed to the base material. A groundwork stand characterized by. 請求項2に記載の地組架台において、上記外壁面材の後面側に位置する支柱部の前側の面に上記マークが付されていることを特徴とする地組架台。   3. The groundwork frame according to claim 2, wherein the mark is attached to a front surface of a support column located on a rear surface side of the outer wall surface material. 請求項1〜請求項3のいずれか1項に記載の地組架台において、上記位置基準部として、上記外壁面材の側面に存在する突出部と干渉しないように当該突出部よりも前側の側面部分に接触する接触部を有することを特徴とする地組架台。   4. The groundwork frame according to claim 1, wherein, as the position reference portion, a side surface in front of the projecting portion so as not to interfere with a projecting portion existing on a side surface of the outer wall surface material. A groundwork stand having a contact portion that contacts the portion. 請求項4に記載の地組架台において、上記接触部は、当該地組架台を構成する支柱部または梁部に設けられていることを特徴とする地組架台。   5. The groundwork frame according to claim 4, wherein the contact portion is provided on a support column or a beam part constituting the groundwork frame. 複数の外壁面材を上下に並べて下地材で連結した外壁パネルを、当該外壁パネルが取り付けられる建物躯体の取付箇所とは異なる場所で組み立てるための地組架台を用いて外壁パネルを作製する方法であって、上記地組架台には、上記外壁面材を上記下地材に固定する位置での当該外壁面材の上端が位置する箇所においてマークが付されており、上記外壁面材の上端を下方に押さえることで当該外壁面材の上端を上記マークの位置に合わせて上記下地材に固定することを特徴とする外壁パネルの作製方法。   A method of producing an outer wall panel by using a groundwork frame for assembling an outer wall panel in which a plurality of outer wall materials are arranged vertically and connected by a base material at a location different from the mounting location of the building frame to which the outer wall panel is attached. The ground frame is marked with a mark at a position where the upper end of the outer wall surface material is located at a position where the outer wall surface material is fixed to the base material. A method for producing an outer wall panel, characterized in that the upper end of the outer wall surface material is fixed to the base material in accordance with the position of the mark by being pressed down. 請求項6に記載の外壁パネルの作製方法において、上記外壁面材の上端が、前後に分かれた同一高さの2個の凸部からなる場合、前側の凸部を上記マークの位置に合わせることを特徴とする外壁パネルの作製方法。   7. The method for manufacturing an outer wall panel according to claim 6, wherein when the upper end of the outer wall surface material is composed of two convex portions of the same height separated in the front and rear, the front convex portion is aligned with the position of the mark. A method for producing an outer wall panel characterized by the following.
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JPH01154967A (en) * 1987-12-11 1989-06-16 Bridgestone Corp Method of construction of dry type concrete block
JPH0486855U (en) * 1990-12-06 1992-07-28
JPH0589704U (en) * 1992-05-06 1993-12-07 ミサワホーム株式会社 Half-divided material pressing jig for panel
JP2004068523A (en) * 2002-08-09 2004-03-04 Kondo Kinzoku Kogyo Kk No-scaffolding construction method for assembling building material
JP2012172347A (en) * 2011-02-18 2012-09-10 Nippon Steel & Sumikin Coated Sheet Corp Joint width adjusting jig
JP2016094786A (en) * 2014-11-17 2016-05-26 株式会社フジタ Basic assembly frame of outer wall panel and construction method
JP2018053624A (en) * 2016-09-30 2018-04-05 大和ハウス工業株式会社 Field-assembled frame of exterior wall panel

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01154967A (en) * 1987-12-11 1989-06-16 Bridgestone Corp Method of construction of dry type concrete block
JPH0486855U (en) * 1990-12-06 1992-07-28
JPH0589704U (en) * 1992-05-06 1993-12-07 ミサワホーム株式会社 Half-divided material pressing jig for panel
JP2004068523A (en) * 2002-08-09 2004-03-04 Kondo Kinzoku Kogyo Kk No-scaffolding construction method for assembling building material
JP2012172347A (en) * 2011-02-18 2012-09-10 Nippon Steel & Sumikin Coated Sheet Corp Joint width adjusting jig
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JP2018053624A (en) * 2016-09-30 2018-04-05 大和ハウス工業株式会社 Field-assembled frame of exterior wall panel

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