JP6075906B1 - Building foundation structure - Google Patents

Building foundation structure Download PDF

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JP6075906B1
JP6075906B1 JP2016116791A JP2016116791A JP6075906B1 JP 6075906 B1 JP6075906 B1 JP 6075906B1 JP 2016116791 A JP2016116791 A JP 2016116791A JP 2016116791 A JP2016116791 A JP 2016116791A JP 6075906 B1 JP6075906 B1 JP 6075906B1
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wall
foundation structure
trunk
trunk edge
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JP2017222976A (en
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幸雄 桑原
幸雄 桑原
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株式会社内藤ハウス
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Abstract

【課題】 建物の外壁に外装パネルなどの外装材を簡易に取付けられるようにすると共に、下地材の取付けや取外しの作業を簡易なものとする。また、解体した建物の支柱や外壁などに下地材取付時の溶接痕やボルト孔などの加工痕や傷痕を残さないようにする。【解決手段】 建物の外壁に設けられる下地構造であって、下地材が、建物の外壁パネル2を支持する形鋼柱1に保持される複数の連結具4と、各形鋼柱1に保持された複数の連結具4の間に掛け渡され且つ連結具4に固定される胴縁材5と、前記胴縁材5に取付けられる複数の支持レール6とを有し、これら複数の支持レール6が前記形鋼柱1間の間隔より狭い所定間隔で配設される。【選択図】 図2PROBLEM TO BE SOLVED: To easily attach an exterior material such as an exterior panel to an outer wall of a building and to simplify the work of attaching and removing a base material. Also, do not leave any processing marks or scars such as welding marks or bolt holes when mounting the base material on the pillars and outer walls of the demolished building. SOLUTION: A foundation structure provided on an outer wall of a building, wherein the foundation material is held by each of the shape steel columns 1 and a plurality of connectors 4 held by the shape steel columns 1 supporting the outer wall panel 2 of the building. A plurality of support rails that are spanned between the plurality of connectors 4 and fixed to the connector 4; and a plurality of support rails 6 that are attached to the shell material 5. 6 are arranged at a predetermined interval narrower than the interval between the shaped steel columns 1. [Selection] Figure 2

Description

本発明は、建物の下地構造に係り、特にプレハブ工法によって建てられた建物の外壁に外装パネルなどの外装材を取付ける際の下地構造に関する。   The present invention relates to a foundation structure of a building, and more particularly to a foundation structure when an exterior material such as an exterior panel is attached to an outer wall of a building built by a prefabricated method.

近年では古くなった建物のイメージを大きく変えてイメージアップを図る手段として、建物の外壁にアルミ製などの外装パネルを取付ける方法が採用されている(特許文献1)。この取付方法は、既設の外壁の表面にL型ファスナーをボルト止めし、このL型ファスナーにボルト止めされた樋状縦材及びこの樋状縦材にボルト止めされたブラケットを介してパネル取付用下地材を取付けるものである。   In recent years, a method of attaching an exterior panel made of aluminum or the like to the outer wall of a building has been adopted as a means for greatly changing the image of an old building to improve the image (Patent Document 1). In this mounting method, an L-shaped fastener is bolted to the surface of an existing outer wall, and a panel-like vertical member bolted to the L-shaped fastener and a bracket bolted to the hook-shaped vertical member are attached to the panel. A base material is attached.

ところで、プレハブ工法によって建てられた建物は、レンタルなどで繰り返し利用されることが多い。そのため、建物の外壁に外装パネルを取付ける場合には、下地材の取付けや取外しの作業が簡易であることが望ましい。また、解体した建物の支柱や外壁などに溶接痕やボルト孔などの加工痕や傷痕が残らないことが望ましい。   By the way, buildings built by the prefabricated construction method are often used repeatedly for rental. Therefore, when attaching an exterior panel to the outer wall of a building, it is desirable that the work of attaching and removing the base material be simple. In addition, it is desirable that processing marks and scratches such as welding marks and bolt holes do not remain on the columns and outer walls of the demolished building.

従来、プレハブ工法によって建てられた建物の支柱に庇などの付属部材を取付ける場合に、建物の支柱や外壁に加工痕や傷痕を残さないような連結具を利用する方法が知られている(特許文献2参照)。この連結具は、支柱と付属部材との間に配設され、支柱には溶接することなく固定されるので、建物の支柱や外壁に加工痕や傷痕を残さないといったメリットがある。   Conventionally, there is a known method of using a connector that does not leave a processing mark or scar on a building column or outer wall when attaching an attachment such as a fence to a column of a building built by a prefabricated method (patent) Reference 2). Since this connecting tool is disposed between the support column and the attached member and is fixed to the support column without welding, there is an advantage that a processing mark or a scar is not left on the support column or the outer wall of the building.

特開平8‐120949号公報JP-A-8-120949 実開平6‐43102号公報Japanese Utility Model Publication No. 6-43102

そこで本発明は、特許文献2に開示された連結具又はこの連結具と同等品を利用し、従来見られなかった建物の下地構造を提供することで、建物の外壁に外装パネルなどの外装材を簡易に取付けられるようにすると共に、下地材の取付けや取外しの作業を簡易なものとすることである。また、解体した建物の支柱や外壁などに下地材取付時の溶接痕やボルト孔などの加工痕や傷痕を残さないような下地構造を提供することである。   Therefore, the present invention uses a connector disclosed in Patent Document 2 or an equivalent to this connector, and provides a foundation structure of a building that has not been seen so far, so that an exterior material such as an exterior panel is provided on the outer wall of the building. Is easy to attach and remove the base material. It is another object of the present invention to provide a base structure that does not leave a processing mark or a scar such as a welding mark or a bolt hole when a base material is attached to a pillar or an outer wall of a demolished building.

本発明に係る建物の下地構造は、建物の外壁に設けられる下地構造であって、下地材が、建物の外壁を支持する形鋼柱に保持される複数の連結具と、各形鋼柱に保持された複数の連結具の間に掛け渡され且つ連結具に固定される胴縁材と、を有し、前記連結具が、前記形鋼柱の両端に設けられるリップにほぼ対応した形状の抱込部と、前記抱込部をリップに係合保持させる締結部と、前記胴縁材を固定する胴縁受部と、を有する。 The building foundation structure according to the present invention is a foundation structure provided on the outer wall of the building, and the foundation material is attached to each of the shape steel columns and a plurality of connectors held by the shape steel columns supporting the outer wall of the building. and retained more coupling furring strip material secured to multiply passed and coupling between, have a, the connector is having a shape substantially corresponding to the lip which is provided at both ends of the section steel column to chromatic and抱込portion, a fastening portion for engaging and holding the抱込portion to the lip, the furring strip receiving portion for securing the barrel rim member, a.

本発明に係る下地構造の一実施形態では、さらに胴縁材に取付けられる複数の支持レールを有し、これら複数の支持レールは前記建物の形鋼柱間の間隔より狭い所定間隔で配設される。   In one embodiment of the foundation structure according to the present invention, the base structure further includes a plurality of support rails attached to the frame material, and the plurality of support rails are arranged at a predetermined interval narrower than the interval between the structural steel columns of the building. The

また、本発明に係る下地構造の一実施形態では、前記胴縁受部は胴縁材が載置される水平面を有する。 Moreover, in one Embodiment of the foundation | substrate structure which concerns on this invention, the said trunk | drum edge receiving part has a horizontal surface in which a trunk | drum margin material is mounted.

本発明に係る建物の下地構造によれば、建物の外壁に外装パネルなどの外装材を簡易に取付けることができる。また、下地材の取付けや取外しの作業が簡易なものとなる。さらに、解体した建物の支柱や外壁などに下地材取付時の溶接痕やボルト孔などの加工痕や傷痕が残らない。   According to the foundation structure of a building according to the present invention, an exterior material such as an exterior panel can be easily attached to the outer wall of the building. In addition, the work of attaching and removing the base material is simplified. In addition, there are no processing marks or scratch marks such as welding marks or bolt holes when mounting the base material on the pillars and outer walls of the demolished building.

本発明の第1実施形態に係る下地構造の分解斜視図である。It is a disassembled perspective view of the foundation | substrate structure which concerns on 1st Embodiment of this invention. 第1実施形態に係る下地構造とその下地材に取付けた外装パネルの斜視図である。It is a perspective view of the foundation structure concerning a 1st embodiment, and the exterior panel attached to the foundation material. 第1実施形態に係る下地構造の平面図である。It is a top view of the foundation | substrate structure which concerns on 1st Embodiment. 図3のIV−IV断面図である。It is IV-IV sectional drawing of FIG. 本発明の第2実施形態に係る下地構造の斜視図である。It is a perspective view of the foundation | substrate structure which concerns on 2nd Embodiment of this invention. 図5のVI−VI断面図である。It is VI-VI sectional drawing of FIG. 本発明の第3実施形態に係る下地構造の斜視図である。It is a perspective view of the foundation | substrate structure which concerns on 3rd Embodiment of this invention. 第3実施形態に係る下地構造正面図である。It is a foundation structure front view concerning a 3rd embodiment.

以下、本発明に係る建物の下地構造の実施形態を添付図面に基づいて詳細に説明する。図1乃至図4には、プレハブ工法によって建てられた建物の外壁に外装パネルを取付けるための下地構造が示されている。プレハブ工法では、予め工場で生産された建物の支柱や外壁パネルが建設現場に運び込まれ、建設現場で建てられた支柱と支柱との間に外壁パネルを落とし込むことによって、建物全体が組み立てられる。支柱は断面略H形状の形鋼柱1が用いられ、形鋼柱1の両側の溝部1a,1bに各外壁パネル2の端部を嵌め入れる。   DESCRIPTION OF EMBODIMENTS Hereinafter, an embodiment of a building foundation structure according to the present invention will be described in detail with reference to the accompanying drawings. 1 to 4 show a base structure for attaching an exterior panel to an outer wall of a building built by a prefabricated method. In the prefabricated method, a building column and an outer wall panel produced in a factory in advance are carried to a construction site, and the entire building is assembled by dropping the outer wall panel between the column and the column built at the construction site. As the support column, a section steel column 1 having a substantially H-shaped cross section is used, and the end portions of the respective outer wall panels 2 are fitted into the groove portions 1 a and 1 b on both sides of the section steel column 1.

この実施形態に係る下地構造は、前記外壁パネル2の外表面に外装パネル3を取付ける際に利用するもので、前記形鋼柱1に係合保持される連結具4と、この連結具4に固定される胴縁材5と、この胴縁材5に取付けられる支持レール6とを有する。   The base structure according to this embodiment is used when attaching the exterior panel 3 to the outer surface of the outer wall panel 2, and includes a connector 4 engaged and held by the section steel column 1, and the connector 4 It has a torso material 5 to be fixed and a support rail 6 to be attached to the torso material 5.

前記連結具4は、左右がほぼ対称形の2枚の連結プレート7,8からなり、この連結プレート7,8を密着させて締結することにより一体に構成される。各連結プレート7,8は、前記形鋼柱1の各溝部1a,1bの端部に内向きに形成される左右のリップ1c,1dを外側から抱き込む抱込部7a,8aと、各抱込部7a,8aから前方に延びる締結部7b、8bと、締結部7b、8bの上端に折曲形成される水平面状の胴縁受部7c、8cとを有する。前記抱込部7a,8aは、前記形鋼柱1の溝部1a,1bの両端に設けられるリップ1c,1dに対応する凹溝部7d,8dを有している。   The connecting device 4 is composed of two connecting plates 7 and 8 that are substantially symmetrical on the left and right sides, and are integrally formed by fastening the connecting plates 7 and 8 in close contact. The connecting plates 7 and 8 include holding portions 7a and 8a for holding the left and right lips 1c and 1d formed inwardly at the ends of the grooves 1a and 1b of the shaped steel column 1 from the outside, and the holding portions 7a and 8a, respectively. Fastening portions 7b and 8b extending forward from the insertion portions 7a and 8a, and horizontal plane trunk edge receiving portions 7c and 8c that are bent at the upper ends of the fastening portions 7b and 8b. The holding portions 7a and 8a have concave groove portions 7d and 8d corresponding to lips 1c and 1d provided at both ends of the groove portions 1a and 1b of the shaped steel column 1, respectively.

両方の連結プレート7,8を密着させた時に前記締結部7b,8b間に隙間9が設けられる。この隙間9は、一方の連結プレート7の締結部7bに段差10を設けることによって形成される。この締結部7b,8bにおいて、両方の連結プレート7,8に設けられたボルト挿通孔7e,8eにボルト11aを挿入し、このボルト11aにナット12aを締め付けた時に締結部7b,8bがお互いに内側に向けて弾性的に撓むことで、抱込部7a,8aが形鋼柱1のリップ1c,1dに食い込むように係合して保持されることになる。このようにして、形鋼柱1の所定の位置に必要な数だけ連結具4を簡易に取付けることができる。   A gap 9 is provided between the fastening portions 7b, 8b when both the connecting plates 7, 8 are brought into close contact with each other. The gap 9 is formed by providing a step 10 in the fastening portion 7 b of one of the connection plates 7. In the fastening portions 7b and 8b, when the bolt 11a is inserted into the bolt insertion holes 7e and 8e provided in both the connecting plates 7 and 8, and the nut 12a is fastened to the bolt 11a, the fastening portions 7b and 8b are mutually connected. By bending elastically toward the inside, the holding portions 7a and 8a are engaged and held so as to bite into the lips 1c and 1d of the shaped steel column 1. In this way, the necessary number of connectors 4 can be simply attached to a predetermined position of the shaped steel column 1.

前記一対の胴縁受部7c,8cは同一平面でつながっている。また、各胴縁受部7c,8cの中心部にはボルト挿通孔7f,8fが設けられている。この実施形態において、胴縁材5はC形鋼からなり、前記各形鋼柱1に保持された複数の連結具4間に掛け渡される。胴縁材5は底壁5aを下にした状態で胴縁受部7c,8cの上に載置される。また、前記胴縁材5の低壁5aにはボルト挿通孔5cが設けられ、前記胴縁受部7c,8cのボルト挿通孔7f,8fと位置合わせした後、ボルト11bとナット12bとによって締結される。   The pair of trunk edge receiving portions 7c, 8c are connected on the same plane. In addition, bolt insertion holes 7f and 8f are provided at the center of each of the trunk edge receiving portions 7c and 8c. In this embodiment, the trunk edge member 5 is made of C-shaped steel, and is spanned between a plurality of connectors 4 held by the respective shaped steel columns 1. The trunk edge member 5 is placed on the trunk edge receiving portions 7c and 8c with the bottom wall 5a facing downward. Further, a bolt insertion hole 5c is provided in the lower wall 5a of the barrel edge member 5, and after being aligned with the bolt insertion holes 7f, 8f of the barrel edge receiving portions 7c, 8c, the bolts 11b and nuts 12b are fastened. Is done.

この実施形態に係る下地構造では胴縁材5の外側壁5bに上下方向に長く延びる支持レール6が所定間隔毎に取り付けられる。この所定間隔は、建物の形鋼柱1間の間隔より狭く設定される。一般に、建物の場合は支柱と支柱との間は1間に設定されることが多いが、外装パネルはそのような制約を受けることがないので、取り扱いを容易にするために1間より狭く間隔で設定されることが好ましい。そこで、本実施形態では、外壁パネル2より横幅の狭い外装パネル3を取付けるために、支持レール6間の間隔寸法w1を形鋼柱1間の間隔寸法w2より狭くした状態で各支持レール6が配設される。   In the base structure according to this embodiment, support rails 6 that extend long in the vertical direction are attached to the outer wall 5b of the trunk edge member 5 at predetermined intervals. This predetermined space | interval is set narrower than the space | interval between the structural steel pillars 1 of a building. In general, in the case of a building, the space between the columns is often set to 1 but the exterior panel is not subject to such restrictions, so that the space is narrower than 1 for easy handling. It is preferable that Therefore, in the present embodiment, in order to attach the exterior panel 3 having a narrower width than the outer wall panel 2, each support rail 6 is in a state where the spacing dimension w1 between the support rails 6 is narrower than the spacing dimension w2 between the shaped steel columns 1. Arranged.

前記支持レール6は断面略コ字状の長尺部材からなり、背面6aが胴縁材5の外側壁5bにビス13によって固定されている。支持レール6の左右の側面6b間には係合突部としての丸棒14が水平に掛け渡されている。この丸棒14は支持レール6の長手方向に沿って所定間隔毎に複数設けられている。   The support rail 6 is formed of a long member having a substantially U-shaped cross section, and the back surface 6 a is fixed to the outer wall 5 b of the trunk edge member 5 by screws 13. Between the left and right side surfaces 6b of the support rail 6, a round bar 14 as an engaging protrusion is horizontally stretched. A plurality of the round bars 14 are provided at predetermined intervals along the longitudinal direction of the support rail 6.

外装パネル3は、例えば薄板状のアルミ複合材からなる。外装パネル3の両側縁には直角に折れ曲がる内向フランジ3aが設けられ、この内向フランジ3aに前記支持レール6の丸棒14と係合する係合溝15が設けられている。この係合溝15は、横方向に開口した横溝15aとその先端から上方に直角に折れ曲がる縦溝15bとでL字形状に形成されている。この係合溝15は、内向フランジ3aの長手方向に沿って所定間隔毎に複数設けられ、前記支持レール6に設けられた丸棒14の位置に対応している。   The exterior panel 3 is made of, for example, a thin plate-like aluminum composite material. An inward flange 3 a that bends at right angles is provided on both side edges of the exterior panel 3, and an engagement groove 15 that engages with the round bar 14 of the support rail 6 is provided in the inward flange 3 a. The engagement groove 15 is formed in an L shape by a horizontal groove 15a that opens in the horizontal direction and a vertical groove 15b that is bent upward at a right angle from the tip. A plurality of the engaging grooves 15 are provided at predetermined intervals along the longitudinal direction of the inward flange 3a, and correspond to the positions of the round bars 14 provided on the support rail 6.

したがって、建物の外壁パネル2の表面側を外装パネル3で被覆する場合には、上述したように、建物の形鋼柱1に連結具4を取付け、この連結具4に胴縁材5及び支持レール6を順に固定することによって、簡単に下地構造を設けることができる。そして、このようにして設けた下地構造の支持レール6に外装パネル3を取付ける。この取付けは外装パネル3の重量や横幅を作業員が1人で抱えられる程度にしておくことで、スムーズに行うことができる。先ず両側の支持レール6に外装パネル3の各内向フランジ3aを位置合わせし、次いで外装パネル3を支持レール6に接近させて係合溝15に丸棒14を挿入する。そして、丸棒14が横溝15aの先端まで挿入されたら、外装パネル3を下方にスライドさせる。外装パネル3が自重で下がると同時に丸棒14が縦溝15b内を移動し、図4に示したように、丸棒14が縦溝15bの上端周縁に係合することで、外装パネル3が支持レール6にしっかりと取付けられる。   Therefore, when covering the surface side of the outer wall panel 2 of the building with the exterior panel 3, as described above, the connecting tool 4 is attached to the structural steel column 1 of the building, and the body frame 5 and the support member 4 are supported on the connecting tool 4. A base structure can be easily provided by fixing the rails 6 in order. And the exterior panel 3 is attached to the support rail 6 of the foundation structure provided in this way. This attachment can be performed smoothly by keeping the weight and width of the exterior panel 3 so that an operator can hold the panel alone. First, the inward flanges 3 a of the exterior panel 3 are aligned with the support rails 6 on both sides, and then the exterior panel 3 is brought close to the support rail 6 and the round bar 14 is inserted into the engagement groove 15. And if the round bar 14 is inserted to the front-end | tip of the horizontal groove 15a, the exterior panel 3 will be slid below. At the same time that the exterior panel 3 is lowered by its own weight, the round bar 14 moves in the vertical groove 15b, and as shown in FIG. It is firmly attached to the support rail 6.

図5及び図6には、本発明に係る下地構造の第2実施形態が示されている。この実施形態に係る下地構造は、建物の形鋼柱1に抱込み保持される連結具4と、この連結具4に固定される胴縁材5と、この胴縁材に取付けられる複数の支持レール6とを有する。胴縁材5は前記実施形態と同様C形鋼が利用されるが、この実施形態においてはC形鋼の開口側を下向きにして連結具4の胴縁受部7c,8cに載置される。胴縁材5の内部には矩形状の連結板16がスライド可能に配置され、この連結板16に設けられたボルト挿通孔と連結具4の胴縁受部7c,8cに設けられたボルト挿通孔とを位置合わせし、連結板16を胴縁受部7c,8cにボルト11cとナット12cとで固定することによって、胴縁材5を連結具4に固定することができる。連結板16の横幅寸法w3は胴縁材5の開口幅寸法w4より大きく、ボルト11cで固定した時には連結板16の両端部と胴縁受部7c,8cとの間で胴縁材5の開口端部5dを挟持することで、胴縁材5が固定される。   5 and 6 show a second embodiment of the underlying structure according to the present invention. The foundation structure according to this embodiment includes a connector 4 that is held in and held by a structural steel column 1 of a building, a trunk member 5 that is fixed to the connector 4, and a plurality of supports that are attached to the trunk member. Rail 6. A C-shaped steel is used for the trunk edge material 5 as in the above embodiment. In this embodiment, the C-shaped steel is placed on the trunk edge receiving portions 7c and 8c of the connector 4 with the opening side of the C-shaped steel facing downward. . A rectangular connecting plate 16 is slidably disposed in the body edge member 5, and a bolt insertion hole provided in the connecting plate 16 and a bolt insertion provided in the body edge receiving portions 7 c and 8 c of the connector 4. By aligning the holes and fixing the connecting plate 16 to the trunk edge receiving portions 7c and 8c with bolts 11c and nuts 12c, the trunk edge member 5 can be fixed to the connector 4. The lateral width w3 of the connecting plate 16 is larger than the opening width size w4 of the body frame material 5. When the connecting plate 16 is fixed with bolts 11c, the opening of the body frame material 5 between the both ends of the connection plate 16 and the body edge receiving portions 7c and 8c. By sandwiching the end portion 5d, the trunk edge member 5 is fixed.

したがって、この実施形態に係る下地構造では、胴縁材5の底壁5aにボルト挿通孔を設ける手間を省ける。また、胴縁材5の底壁5aには傷が残らないので、取り外した後の利用の幅が広がることになる。なお、胴縁材5に対する支持レール6の固定手段と支持レール6に対する外装パネル3の取付け手段は、前記の実施形態と同様なので、詳細な説明は省略する。   Therefore, in the foundation structure according to this embodiment, it is possible to save the trouble of providing the bolt insertion hole in the bottom wall 5a of the trunk edge member 5. Moreover, since no damage is left on the bottom wall 5a of the trunk edge member 5, the width of use after removal is widened. In addition, since the fixing means of the support rail 6 with respect to the trunk | drum 5 and the attachment means of the exterior panel 3 with respect to the support rail 6 are the same as that of the said embodiment, detailed description is abbreviate | omitted.

図7及び図8には、本発明に係る下地構造の第3実施形態が示される。この実施形態に係る下地構造は、建物の形鋼柱1に抱込み保持される連結具20と、この連結具20に固定される胴縁材5と、胴縁材5に取付けられる支持レール6とを有する。   7 and 8 show a third embodiment of the underlying structure according to the present invention. The base structure according to this embodiment includes a connector 20 that is held in and held by a steel column 1 of a building, a trunk material 5 that is fixed to the coupler 20, and a support rail 6 that is attached to the trunk material 5. And have.

前記連結具20は、前記実施形態と同様、2枚の連結プレート21,22を密着させて締結することにより構成される。各連結プレート21,22は、前記形鋼柱1の各溝部1a,1bの端部に内向きに形成される左右のリップ1c,1dを外側から抱き込む抱込部21a,22aと、各抱込部21a,22aから前方に延びる締結部21b,22bと、一方の締結部22bより前方に延びる胴縁受部22cとを有する。前記抱込部21a,22aは、前記形鋼柱1の溝部1a,1bの両端に設けられるリップ1c,1dに対応する凹溝部21d,22dを有している。   As in the above-described embodiment, the connector 20 is configured by bringing two connecting plates 21 and 22 into close contact and fastening. Each connecting plate 21, 22 includes holding portions 21 a, 22 a that hold the left and right lips 1 c, 1 d formed inward at the ends of the grooves 1 a, 1 b of the shaped steel column 1 from the outside, and each holding Fastening portions 21b and 22b extending forward from the insertion portions 21a and 22a, and a trunk edge receiving portion 22c extending forward from the one fastening portion 22b. The holding portions 21a and 22a have concave groove portions 21d and 22d corresponding to lips 1c and 1d provided at both ends of the groove portions 1a and 1b of the shaped steel column 1, respectively.

両方の連結プレート21,22を密着させた時に前記締結部21b,22b間に隙間23が設けられる。この隙間23は、一方側の連結プレート21の締結部21bに段差24を設けることによって形成される。この締結部21b,22bにおいて、両方の連結プレート21,22に設けられたボルト挿通孔にボルト11dを挿入し、このボルト11dにナットを締め付けた時に締結部21b,22bが内方に向け弾性的に撓むことで、抱込部21a,22bが形鋼柱1のリップ1c,1dに食い込むように係合して保持されることになる。このようにして、形鋼柱1の所定の位置に必要な数だけ連結具20を簡易に取付けることができる。   When both the connecting plates 21 and 22 are brought into close contact with each other, a gap 23 is provided between the fastening portions 21b and 22b. The gap 23 is formed by providing a step 24 in the fastening portion 21b of the connecting plate 21 on one side. In the fastening portions 21b and 22b, when the bolts 11d are inserted into the bolt insertion holes provided in both the connecting plates 21 and 22, and the nuts are fastened to the bolts 11d, the fastening portions 21b and 22b are elastic inward. As a result, the holding portions 21a and 22b are engaged and held so as to bite into the lips 1c and 1d of the section steel column 1. In this way, the required number of connectors 20 can be easily attached to a predetermined position of the shaped steel column 1.

他方側の連結プレート22には、前記締結部22bの前方に延びる胴縁受部22cが一体に設けられている。この胴縁受部22cは、前記締結部22bと同一平面上に形成される。この胴縁受部22cには等間隔に4つのボルト挿通孔22fが設けられている。   The connecting plate 22 on the other side is integrally provided with a trunk edge receiving portion 22c extending forward of the fastening portion 22b. The trunk edge receiving portion 22c is formed on the same plane as the fastening portion 22b. The barrel edge receiving portion 22c is provided with four bolt insertion holes 22f at equal intervals.

胴縁材5は前記実施形態と同様のC形鋼が用いられるが、底壁5aの下面から下方に突出する連結板26が設けられ、この連結板26が前記連結具20の胴縁受部22cにボルトで固定される。連結板26には前記胴縁受部22cのボルト挿通孔22fに対応したボルト挿通孔26aが設けられており、前記連結具20の胴縁受部22cに胴縁材5を載置したのち、胴縁受部22cに連結板26を密着させて、両者をボルト11eとナット12eとで締結することで、連結具20に胴縁材5が固定される。   The trunk member 5 is made of the same C-shaped steel as in the above embodiment, but is provided with a connecting plate 26 that protrudes downward from the lower surface of the bottom wall 5 a, and this connecting plate 26 is a trunk receiving portion of the connector 20. It is fixed to 22c with a bolt. The connecting plate 26 is provided with a bolt insertion hole 26a corresponding to the bolt insertion hole 22f of the trunk edge receiving portion 22c, and after placing the trunk edge material 5 on the trunk edge receiving portion 22c of the connector 20, The connecting plate 26 is brought into close contact with the trunk edge receiving portion 22c, and the both are fastened by the bolt 11e and the nut 12e, whereby the trunk edge member 5 is fixed to the connector 20.

なお上記のいずれの実施形態においても、建物の外壁の表面に外装パネルを取付ける場合について説明したが、外装パネルに限定されないことは勿論である。また、連結具についても上記の実施形態のものに限定されないのは勿論である。   In any of the above embodiments, the case where the exterior panel is attached to the surface of the outer wall of the building has been described, but it is needless to say that the present invention is not limited to the exterior panel. Of course, the connection tool is not limited to the above embodiment.

1 形鋼柱(支柱)
1a,1b 溝部
1c,1d リップ
2 外壁パネル(外壁)
3 外装パネル
3a 内向フランジ
4,20 連結具
5 胴縁材
5a 底壁
5b 外側壁
5c ボルト挿通孔
5d 開口縁部
6 支持レール
6a 背面
6b 側面
7,8,21,22 連結プレート
7a,8a,21a,22a 抱込部
7b,8b,21b,22b 締結部
7c,8c,22c 胴縁受部
7d,8d,21d,22d 凹溝部
7e,8e ボルト挿通孔
7f,8f、22f ボルト挿通孔
9,23 隙間
10,24 段差
11a,11b,11c,11d,11e ボルト
12a,12b,12c,12e ナット
13 ビス
14 丸棒(係合突起)
15 係合溝
15a 横溝
15b 縦溝
16,26 連結板
26a ボルト挿通孔

1 Shaped steel pillar (post)
1a, 1b Groove 1c, 1d Lip 2 Outer wall panel (outer wall)
DESCRIPTION OF SYMBOLS 3 Exterior panel 3a Inward flange 4,20 Connection tool 5 Body edge material 5a Bottom wall 5b Outer side wall 5c Bolt insertion hole 5d Opening edge part 6 Support rail 6a Back surface 6b Side surface 7,8,21,22 Connection plate 7a, 8a, 21a 22a Entrapment part 7b, 8b, 21b, 22b Fastening part 7c, 8c, 22c Trunk edge receiving part 7d, 8d, 21d, 22d Groove part 7e, 8e Bolt insertion hole 7f, 8f, 22f Bolt insertion hole 9, 23 Gap 10, 24 Step 11a, 11b, 11c, 11d, 11e Bolt 12a, 12b, 12c, 12e Nut 13 Screw 14 Round bar (engagement protrusion)
15 engaging groove 15a transverse groove 15b longitudinal groove 16, 26 connecting plate 26a bolt insertion hole

Claims (7)

建物の外壁に設けられる下地構造であって、
下地材が、建物の外壁を支持する形鋼柱に保持される複数の連結具と、各形鋼柱に保持された複数の連結具の間に掛け渡され且つ連結具に固定される胴縁材と、を有し、
前記連結具が、前記形鋼柱の両端に設けられるリップにほぼ対応した形状の抱込部と、前記抱込部をリップに係合保持させる締結部と、前記胴縁材を固定する胴縁受部と、を有する建物の下地構造。
A foundation structure provided on the outer wall of a building,
A body edge where the base material is spanned between a plurality of connectors held by the shape steel columns supporting the outer wall of the building and a plurality of connectors held by each of the shape steel columns and fixed to the connectors possess and wood, the,
The connecting tool includes a holding portion having a shape substantially corresponding to a lip provided at both ends of the shaped steel column, a fastening portion that engages and holds the holding portion with the lip, and a trunk edge that fixes the trunk edge material. A foundation structure of a building having a receiving part .
さらに前記胴縁材に取付けられる複数の支持レールを有し、これら複数の支持レールは前記建物の形鋼柱間の間隔より狭い所定間隔で配設される請求項1に記載の建物の下地構造。   The building foundation structure according to claim 1, further comprising a plurality of support rails attached to the trunk edge member, wherein the plurality of support rails are arranged at a predetermined interval narrower than an interval between the structural steel columns of the building. . 前記複数の支持レールは、前記外壁の表面側に取付けられる外装材を支持するための係合部を有する請求項2に記載の建物の下地構造。   The building support structure according to claim 2, wherein the plurality of support rails have an engaging portion for supporting an exterior material attached to a surface side of the outer wall. 前記支持レールの係合部は、外装材に設けられた係合溝に嵌り込む係合突起である請求項3に記載の建物の下地構造。   The building foundation structure according to claim 3, wherein the engaging portion of the support rail is an engaging protrusion that fits into an engaging groove provided in an exterior material. 前記外装材は、建物の外壁の表面を覆う外装パネルである請求項3又は4に記載の建物の下地構造。   The building foundation structure according to claim 3 or 4, wherein the exterior material is an exterior panel that covers a surface of an outer wall of the building. 前記胴縁受部は胴縁材が載置される水平面を有する請求項に記載の建物の下地構造。 The foundation structure of a building according to claim 1 , wherein the trunk edge receiving portion has a horizontal surface on which a trunk margin material is placed. 前記胴縁受部は胴縁材が載置される水平面を有する請求項6に記載の建物の下地構造。   The foundation structure of a building according to claim 6, wherein the trunk edge receiving portion has a horizontal surface on which a trunk margin material is placed.
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Publication number Priority date Publication date Assignee Title
JPS57202513U (en) * 1981-06-19 1982-12-23
JPH05125768A (en) * 1991-11-05 1993-05-21 Kubota Corp Vertical joiner for external wall panel
JPH0643102U (en) * 1992-11-10 1994-06-07 株式会社内藤ハウス Assembled building attachment
JPH08120949A (en) * 1994-10-21 1996-05-14 Ykk Architect Prod Kk Renovation structure for exterior wall of building
JP2000054594A (en) * 1998-08-07 2000-02-22 Tokuji Oshio Metal fitting for setting wall material and outer method for executing wall material for already constructed building using the same
JP2002138649A (en) * 2000-11-06 2002-05-17 Ig Tech Res Inc Repairing method of alc exterior wall
JP2003336225A (en) * 2002-05-23 2003-11-28 Sekisui Jushi Co Ltd Furring strip for panel installation
JP2010255352A (en) * 2009-04-28 2010-11-11 Daiwa House Industry Co Ltd Non-coating and non-welding mounting structure of steel furring strip
JP2014084674A (en) * 2012-10-26 2014-05-12 Nippon Steel & Sumikin Metal Products Co Ltd Fitting structure of exterior wall panel

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57202513U (en) * 1981-06-19 1982-12-23
JPH05125768A (en) * 1991-11-05 1993-05-21 Kubota Corp Vertical joiner for external wall panel
JPH0643102U (en) * 1992-11-10 1994-06-07 株式会社内藤ハウス Assembled building attachment
JPH08120949A (en) * 1994-10-21 1996-05-14 Ykk Architect Prod Kk Renovation structure for exterior wall of building
JP2000054594A (en) * 1998-08-07 2000-02-22 Tokuji Oshio Metal fitting for setting wall material and outer method for executing wall material for already constructed building using the same
JP2002138649A (en) * 2000-11-06 2002-05-17 Ig Tech Res Inc Repairing method of alc exterior wall
JP2003336225A (en) * 2002-05-23 2003-11-28 Sekisui Jushi Co Ltd Furring strip for panel installation
JP2010255352A (en) * 2009-04-28 2010-11-11 Daiwa House Industry Co Ltd Non-coating and non-welding mounting structure of steel furring strip
JP2014084674A (en) * 2012-10-26 2014-05-12 Nippon Steel & Sumikin Metal Products Co Ltd Fitting structure of exterior wall panel

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