JP6546781B2 - Exterior material mounting structure - Google Patents

Exterior material mounting structure Download PDF

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JP6546781B2
JP6546781B2 JP2015100821A JP2015100821A JP6546781B2 JP 6546781 B2 JP6546781 B2 JP 6546781B2 JP 2015100821 A JP2015100821 A JP 2015100821A JP 2015100821 A JP2015100821 A JP 2015100821A JP 6546781 B2 JP6546781 B2 JP 6546781B2
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plate portion
exterior material
rising
locking
rising plate
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JP2016216955A (en
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寺崎 浩
浩 寺崎
麻起 小川
麻起 小川
輝夫 山宮
輝夫 山宮
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Taisei Corp
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Description

本発明は、カーテンウォールなどの外装材を建物の構造躯体に取り付けるための外装材取付構造に関する。   The present invention relates to an exterior material attachment structure for attaching an exterior material such as a curtain wall to a structural frame of a building.

非構造部材であるカーテンウォールなどの外装材を、建物の構造躯体に固定する外装材取付構造としては、外装材に固定された固定プレート(接続部材)と構造躯体に固定された固定用ファスナー(取付部材)とをボルトで連結する構造が知られている(特許文献1,2および非特許文献1参照)。ボルトは外装材の背面において固定プレートと固定用ファスナーを貫通して配置されて、ナットで締結されている。また、外装材が取り付けられる構造躯体とは、建築基準法施行令に規定されている構造耐力上主要な部材であって、基礎、基礎ぐい、壁、柱、斜材、床版などである。   As an exterior material attachment structure which fixes exterior materials, such as a curtain wall which is a nonstructural member, to a structural frame of a building, a fixing plate (connection member) fixed to the exterior material and a fastening fastener fixed to the structural frame ( There is known a structure in which a mounting member is connected by a bolt (see Patent Documents 1 and 2 and Non-patent Document 1). The bolt is disposed at the back of the sheathing material through the fixing plate and the fixing fastener and fastened with a nut. In addition, the structural body to which the exterior material is attached is a main member for structural load resistance specified in the Building Standard Law Enforcement Order, and is a foundation, a foundation girder, a wall, a column, a diagonal member, a floor slab and the like.

特開平10−8610号公報Unexamined-Japanese-Patent No. 10-8610 特開平5−179737号公報Unexamined-Japanese-Patent No. 5-179737

日本建築学会「非構造部材の耐震設計施工指針・同解説および耐震設計施工要領」、2006年4月25日、第2版第2刷、p.632−634Architectural Institute of Japan “Aseismatic Design and Construction Guidelines for Non-structural Members and their Commentary and Seismic Design and Construction Guidelines”, April 25, 2006, 2nd Edition, 2nd Edition, p. 632-634

非構造部材(カーテンウォール等)には、常時風荷重が作用しており、建物竣工後、建物が解体されるまで、非構造部材と建物躯体との取り付け構造の連結材(ボルトやプレート)には、外装材を構造躯体側に押し込む力(以下、正圧力という)と、外装材を建物外部側に引っ張る力(以下、負圧力という)が複雑に作用している。
特に、台風等が通過する際には、外装材には長時間に亘って強風が吹き付け、正圧力や負圧力が多数回に亘って作用するとともに、外装材を構造躯体側に押し込む強風が作用し、建物の角度周辺においては、角部を境に風向きが複雑に変化して外装材を剥がそうとする剥離流と呼ばれるビル風が生じる場合があった。よって、従来型の固定プレートと固定用ファスナーとをボルト(以下、連結ボルトという)で連結させる外装材の取り付け接合部の場合、ボルト軸部は断面積が小さく、かつ大きな引張力が多数回に亘って作用するために、疲労破壊する虞があった。
そこで、連結ボルトの疲労破壊を防止するためには、連結ボルトの数を増したり、連結ボルトを大径化するなど、連結ボルトに作用する応力レベルを低下させる必要がある。
しかしながら、連結ボルトの数を増やすと施工手間が増え、また均等に作用するとは限らない。また、部材サイズを大きくすると取付構造の設置スペースが大きくなってしまい、建物の意匠性や室内側の使い勝手が悪くなる。
このような観点から、本発明は、連結ボルトを用いることなく、外装材に固定された固定プレートと構造躯体に固定された固定用ファスナーとの間で、外装材に作用した外部荷重を構造躯体に伝達することが可能な外装材取付構造を提供することを課題とする。なお、本明細書では、風荷重および水平地震荷重を「外部荷重」と定義し、以後記載する。
A wind load always acts on non-structural members (curtain wall etc.), and after the building is completed, it is used as a connecting material (bolts and plates) for attaching non-structural members to the building frame until the building is dismantled In this case, a force for pushing the exterior material to the side of the structure (hereinafter referred to as positive pressure) and a force for pulling the exterior material to the outside of the building (hereinafter referred to as negative pressure) work in a complex manner.
In particular, when a typhoon or the like passes, strong wind blows on the exterior material for a long time, and positive pressure and negative pressure act on many times, and strong wind that pushes the exterior material to the structural housing acts In the vicinity of the angle of the building, there is a case where the wind direction is complexly changed at the corner and a building wind called separation flow is generated to try to peel off the exterior material. Therefore, in the case of the attachment joint of the exterior material in which the conventional fixing plate and the fixing fastener are connected by a bolt (hereinafter referred to as a connection bolt), the bolt shaft has a small cross-sectional area and a large amount of tensile force There is a risk of fatigue failure in order to act over.
Therefore, in order to prevent the fatigue failure of the connection bolt, it is necessary to reduce the stress level acting on the connection bolt, such as increasing the number of connection bolts or increasing the diameter of the connection bolt.
However, when the number of connection bolts is increased, the construction work increases, and it does not always work equally. In addition, if the member size is increased, the installation space of the mounting structure becomes large, and the design of the building and the usability on the indoor side deteriorate.
From this point of view, according to the present invention, without using the connecting bolt, the external load acting on the outer covering material is fixed between the fixing plate fixed to the outer covering material and the fixing fastener fixed to the structural housing. It is an object of the present invention to provide an exterior material attachment structure that can be transmitted to the vehicle. In the present specification, wind load and horizontal seismic load are defined as "external load" and will be described hereinafter.

本発明者らは、非構造部材と構造躯体との取り付け接合部において、外装材に固定された接続部材と構造躯体に固定された取付部材とを面で接合させることで、連結ボルトを用いずに、外装材に作用する外部荷重を構造躯体に伝達することができる点に着目して、外装材取付構造を発明するに至った。   The present inventors do not use a connection bolt by joining the connecting member fixed to the exterior material and the mounting member fixed to the structural housing at the mounting joint of the non-structural member and the structural housing. In addition, it came to invent the exterior material attachment structure paying attention to the point which can transmit the external load which acts on the exterior material to a structure frame.

前記課題を解決するための第一の発明の外装材取付構造は、プレキャスト製の外装材を建物の構造躯体に取り付けるための外装材取付構造であって、前記構造躯体に固定された取付部材と、前記外装材の裏面に固定された左右一対の接続部材とを備え、前記取付部材は、前記構造躯体に固定される基板部と、前記基板部に立設された立上板部とを有し、前記接続部材は、前記外装材の背面から張り出す張出板部と、前記張出板部から下方に延在する垂下板部とを有しており、前記立上板部は、前記外装材側に配置される第一立上板部と、前記構造躯体側に配置される第二立上板部の2枚の板材からなり、前記垂下板部の表裏両面に前記第一立上板部、及び前記第二立上板部がそれぞれ当接するように配置され、前記立上板部と前記垂下板部が係合されていることを特徴とする。
このような構成によれば、外装材が負圧力(外装材を外側に引っ張る力)を受けた場合であっても、外装材に作用する外部荷重は、接続部材の垂下板部から取付部材の立上板部へと面を介して伝達されるので、連結ボルトを用いる必要はない。接続部材と取付部材とを用いれば、外装材からの荷重を分散して伝達することができるので、部材局所への荷重集中を防止できる。
第二の発明の外装材取付構造は、前記左右一対の接続部材に対応する位置に設けられた前記取付部材を構成する前記基板部の其々の外側の端部には、前記立上板部と交差する方向に沿って係止板部が設けられており、前記係止板部が前記外装材に固定された前記接続部材の前記垂下板部と係合することを特徴とする
このような構成によれば、外装材に水平方向の外部荷重が作用した際には、外装材に固定された接続部材が構造躯体に固定された取付部材の係止板部に係止されるので、外装材が水平方向(幅方向)にずれるのを防止できる。
An exterior material attachment structure according to a first aspect of the present invention for solving the above-mentioned problems is an exterior material attachment structure for attaching a precast exterior material to a structural frame of a building, and an attachment member fixed to the structural frame A pair of left and right connection members fixed to the back surface of the exterior material , and the mounting member has a base plate portion fixed to the structural frame and a rising plate portion erected on the base plate portion. and said connecting member, and Zhang plate portion projecting from the rear of the outer member has a hanging plate section extending downwardly from said Zhang plate portion, the riser upper plate, said It consists of two plate materials, a first rising plate part arranged on the exterior material side and a second rising plate part arranged on the structural frame side, and the first rising plate is formed on both the front and back sides of the hanging plate part. plate portion, and the second standing upper plate portion is arranged so as to abut respectively the riser the hanging plate portion and the upper plate portion The combined wherein the are.
According to such a configuration, even when the exterior material is subjected to a negative pressure (a force that pulls the exterior material outward), the external load acting on the exterior material is provided from the drooping plate portion of the connection member to the attachment member It is not necessary to use a connecting bolt, since it is transmitted via the surface to the riser. By using the connecting member and the mounting member, it is possible to disperse and transmit the load from the exterior material, so it is possible to prevent the concentration of the load on the local part of the member.
In the exterior material mounting structure according to the second aspect of the present invention, the rising plate portion is provided at each of the outer end portions of the substrate portion that constitutes the mounting member provided at a position corresponding to the pair of left and right connection members. A locking plate portion is provided along a direction intersecting with the first and second locking plates, and the locking plate portion engages with the hanging plate portion of the connection member fixed to the exterior material. According to the configuration, when an external load in the horizontal direction acts on the exterior material, the connection member fixed to the exterior material is locked to the locking plate portion of the mounting member fixed to the structural frame, so the exterior It is possible to prevent the material from shifting in the horizontal direction (width direction).

第三の発明の外装材取付構造は、プレキャスト製の外装材を建物の構造躯体に取り付けるための外装材取付構造であって、前記構造躯体に固定された取付部材と、前記外装材に固定された接続部材とを備え、前記取付部材は、前記構造躯体に固定される基板部と、前記基板部に立設され、上端縁から下方側に向けてスリットが形成された立上板部とを有し、前記接続部材は、前記外装材の背面から張り出す張出部と、前記張出部の先端部に設けられた係止部とを有しており、前記係止部は、前記外装材側に配置される第一係止部と、前記構造躯体側に配置される第二係止部の2枚の鍔状の板材からなり、前記張出部が前記スリットに上方から挿入されるとともに、前記第一係止部と前記第二係止部との間に前記立上板部配置され、前記立上板部と前記係止部が係合されていることを特徴とする。
このような構成によれば、外装材が負圧力を受けた場合であっても、外装材を介して伝達される外部荷重は、接続部材の係止部と取付部材の立上板部との面接合によって伝達されるので、連結ボルトを用いる必要はない。また、建物外壁に沿って外装材に外部荷重が作用した場合には、張出部の側面が立上板部のスリットの小口面と接合することで、外装材の水平方向(横方向)へのずれを防止できる。よって、接続部材と取付部材とを用いれば、外装材に加わる外部荷重を分散して伝達することができるので、部材局所への荷重集中を防止できる。
The exterior material attachment structure of the third invention is an exterior material attachment structure for attaching a precast exterior material to a structural frame of a building, and is fixed to the attachment member fixed to the structural frame and the external material The mounting member includes a base plate portion fixed to the structure frame, and a rising plate portion provided upright on the base plate portion and having a slit formed downward from the upper end edge And the connecting member includes an overhanging portion projecting from the back surface of the outer covering material, and a locking portion provided at a tip end of the overhanging portion, and the locking portion is the outer covering It consists of a plate-like plate material of two sheets of the 1st latching | locking part arrange | positioned at the material side, and the 2nd latching | locking part arrange | positioned at the said structure frame side, The said overhang | projection part is inserted from the upper direction into the said slit. together, the standing upper portion is disposed on the riser between said first locking portion and the second locking portion The locking portion and the part is characterized by being engaged.
According to such a configuration, the external load transmitted through the outer covering material, even when the outer covering material is subjected to negative pressure, is between the locking portion of the connecting member and the rising plate portion of the mounting member. There is no need to use connecting bolts as they are transmitted by surface bonding. In addition, when an external load acts on the exterior material along the building outer wall, the side surface of the overhanging portion is joined to the fore-end surface of the slit of the rising plate portion, thereby moving in the horizontal direction (lateral direction) of the exterior material. Misalignment can be prevented. Therefore, if the connection member and the attachment member are used, the external load applied to the exterior material can be dispersed and transmitted, so that the load concentration on the local part of the member can be prevented.

また、第四の発明の外装材取付構造は、上下に並んで取り付けられるプレキャスト製の外装材を建物の構造躯体に取り付けるための外装材取付構造であって、前記構造躯体に固定された取付部材と、下側の前記外装材の裏面に固定された左右一対の第一接続部材と、上側の前記外装材の裏面に固定された左右一対の第二接続部材とを備え、前記取付部材は、前記構造躯体に固定される基板部と、前記基板部に立設された棒状係止部とを有し、前記第一接続部材は、下側の前記外装材の背面から張り出す第一張出板部と、前記第一張出板部から上方に延びる立上板部とを有しており、前記第二接続部材は、前記外装材の背面から張り出す第二張出板部と、前記第二張出板部から下方に延びる垂下板部とを有しており、前記棒状係止部は、前記第一張出板部に形成された孔部を貫通しており、前記立上板部は、前記垂下板部よりも前記外装材側に配置され、前記立上板部と前記垂下板部が係合されており、前記左右一対の前記第二張出板部の其々の外側の端部には、前記垂下板部と交差する方向に沿って係止板部が設けられており、前記係止板部が前記立上板部の端部を覆うように設けられていることを特徴とする。
このような構成によれば、上下に並んだ外装材が互いに係止されているので、外装材が負圧力を受けた場合に、一方の外装材に作用する外部荷重は、構造躯体および他方の外装材へ分散して伝達されるので、部材局所への荷重集中を防止できる。また、本発明は、上方側の外装材の下端部に設ける第二接続部材と、下方側の外装材の上端部に設ける第一接続部材を、構造躯体に固定させた1種類の取付部材と接合させる外装材取付構造であるので、構造躯体に固定させる取付部材の数を削減できる。
The exterior material attachment structure of the fourth invention is an exterior material attachment structure for attaching a precast exterior material attached side by side vertically to a structural frame of a building, the attachment member being fixed to the structural frame And a pair of left and right first connection members fixed to the back surface of the lower exterior material , and a pair of left and right second connection members fixed to the upper surface of the exterior material , and the attachment member It has a substrate part fixed to the above-mentioned structure frame, and a rod-like locking part standingly arranged in the above-mentioned substrate part, and the above-mentioned first connecting member is the 1st overhang which overhangs from the back of the above-mentioned exterior material A plate portion, and a rising plate portion extending upward from the first protruding plate portion , wherein the second connection member is a second protruding plate portion protruding from the back surface of the exterior material; And a hanging plate portion extending downward from the second overhanging plate portion, wherein the rod-like locking portion is formed by Extends through a hole formed in ChoIzuruban portion, the standing upper portion, than the hanging plate portion disposed on the outer member side, the hanging plate portion and the standing upper plate portion engagement And a locking plate portion is provided at each of the outer end portions of the pair of left and right second overhanging plate portions along a direction intersecting the hanging plate portion, and the locking is performed. A plate portion is provided so as to cover an end portion of the rising plate portion .
According to such a configuration, the exterior members arranged vertically are locked to each other, and therefore, when the exterior members are subjected to negative pressure, the external load acting on one of the exterior members is the structure housing and the other Since it is distributed and transmitted to the exterior material, it is possible to prevent load concentration on the local part of the member. Further, according to the present invention, there is provided a second connection member provided at the lower end portion of the upper side exterior member, and one type of attachment member having the first connection member provided at the upper end portion of the lower side exterior member fixed to the structural frame. Since it is the exterior material attachment structure to join, the number of attachment members fixed to a structural frame can be reduced.

本発明に係る外装材取付構造によれば、連結ボルトを用いずとも、外装材に固定された接続部材と構造躯体に固定された取付部材との間で、外装材に作用した外部荷重を構造躯体に伝達することができる。   According to the exterior material mounting structure according to the present invention, the external load acting on the exterior material is structured between the connection member fixed to the exterior material and the mounting member fixed to the structural frame without using the connection bolt. Can be transmitted to the body.

本発明の第一実施形態に係る外装材取付構造を示した斜視図である。It is the perspective view which showed the exterior material attachment structure which concerns on 1st embodiment of this invention. 本発明の第一実施形態に係る外装材取付構造を示した断面図である。It is sectional drawing which showed the exterior material attachment structure which concerns on 1st embodiment of this invention. 本発明の第一実施形態に係る外装材取付構造の接続部材と取付部材を示した分解斜視図である。It is the disassembled perspective view which showed the connection member and attachment member of the exterior material attachment structure which concern on 1st embodiment of this invention. 本発明の第二実施形態に係る外装材取付構造を示した図であって、(a)は側面方向から見た断面図、(b)は(a)のI−I線断面図、(c)は(a)のII−II線断面図である。It is the figure which showed the exterior material attachment structure which concerns on 2nd embodiment of this invention, Comprising: (a) is sectional drawing seen from the side direction, (b) is the II sectional view of (a), (c) ) Is a cross-sectional view taken along line II-II of (a). 本発明の第二実施形態に係る外装材取付構造を示した斜視図である。It is the perspective view which showed the exterior material attachment structure which concerns on 2nd embodiment of this invention. 本発明の第二実施形態に係る外装材取付構造の接続部材と取付部材を示した分解斜視図である。It is the disassembled perspective view which showed the connection member and the attachment member of the exterior material attachment structure which concern on 2nd embodiment of this invention. 本発明の第三実施形態に係る外装材取付構造の外装材の吊下げ設置状態を示した斜視図である。It is the perspective view which showed the hanging installation state of the exterior material of the exterior material attachment structure which concerns on 3rd embodiment of this invention. 本発明の第四実施形態に係る外装材取付構造の外装材の吊下げ設置状態を示した斜視図である。It is the perspective view which showed the hanging installation state of the exterior material of the exterior material attachment structure which concerns on 4th embodiment of this invention. 本発明の第五実施形態に係る外装材取付構造の外装材の吊下げ設置状態を示した斜視図である。It is the perspective view which showed the hanging installation state of the exterior material of the exterior material attachment structure which concerns on 5th embodiment of this invention. 本発明の第六実施形態に係る外装材取付構造を示した断面図である。It is sectional drawing which showed the exterior material attachment structure which concerns on 6th embodiment of this invention. 本発明の第六実施形態に係る外装材取付構造を示した斜視図である。It is the perspective view which showed the exterior material attachment structure which concerns on 6th embodiment of this invention. 本発明の第六実施形態に係る外装材取付構造の外装材の吊下げ設置状態を示した斜視図である。It is the perspective view which showed the hanging installation state of the exterior material of the exterior material attachment structure which concerns on 6th embodiment of this invention.

(第一実施形態)
第一実施形態に係る外装材取付構造1は、構造躯体2に固定された取付部材10(固定用ファスナー)と、外装材に固定された接続部材30(固定プレート)とを備えている。取付部材10は、構造躯体2に固定される基板部11と、基板部11に立設された立上板部12とを有しており、接続部材30は、外装材3の背面から張り出す張出板部31と、張出板部31から下方に延在する垂下板部32とを有している。立上板部12は、垂下板部32よりも外装材3側に配置され、立上板部12と垂下板部32が係合されている。かかる外装材取付構造1は、外装材3に作用した外部荷重を接続部材30から取付部材10へ伝達する際に、各部材の面を介することで、連結ボルトを用いずに済むようにしたものである。本実施形態では、立上板部12が建物の内外方向に二枚設けられており、垂下板部32の表裏両面にそれぞれ当接させることで、外装材3を内側に押す力(正圧力)と外装材を外側に引っ張る力(負圧力)の両方を構造躯体2に伝達させる。
なお、本実施形態においては、外装材3の横方向(幅方向)を左右方向とし、建物内側から外側を見たときの左右を基準とする。
First Embodiment
The exterior material attachment structure 1 which concerns on 1st embodiment is provided with the attachment member 10 (fastener for fixation) fixed to the structural housing 2, and the connection member 30 (fixing plate) fixed to the exterior material. The mounting member 10 has a substrate portion 11 fixed to the structural frame 2 and a rising plate portion 12 erected on the substrate portion 11, and the connecting member 30 projects from the back surface of the exterior material 3. It has an overhang plate portion 31 and a hanging plate portion 32 extending downward from the overhang plate portion 31. The rising plate 12 is disposed closer to the exterior material 3 than the hanging plate 32, and the rising plate 12 and the hanging plate 32 are engaged with each other. The exterior material attachment structure 1 eliminates the need for using a connection bolt by transmitting the external load acting on the exterior material 3 from the connection member 30 to the attachment member 10 via the surfaces of the respective members. It is. In the present embodiment, two rising plate portions 12 are provided in the interior and exterior direction of the building, and by pressing each on both the front and back sides of the hanging plate portion 32, a force (positive pressure) that pushes the exterior material 3 inward. And a force (negative pressure) for pulling the exterior material to the outside are transmitted to the structural housing 2.
In the present embodiment, the lateral direction (width direction) of the exterior material 3 is taken as the left-right direction, and the left and right when the outside is viewed from the inside of the building are used as a reference.

図1に示すように、第一実施形態において、構造躯体2は、例えば鉄骨造にて構成されており、建物の外周壁面に沿って外周梁を備えている。構造躯体2は、鉄骨造に限定されるものではなく、鉄筋コンクリート造や鉄骨鉄筋コンクリート造など他の構造のものであってもよい。外装材3は、例えばカーテンウォールなどの外壁材であって、本実施形態ではプレキャストコンクリート製の部材である。   As shown in FIG. 1, in the first embodiment, the structural housing 2 is made of, for example, a steel frame, and includes an outer peripheral beam along the outer peripheral wall surface of the building. The structural frame 2 is not limited to a steel frame, and may be another structure such as a reinforced concrete structure or a steel frame reinforced concrete structure. The exterior material 3 is, for example, an outer wall material such as a curtain wall, and is a member made of precast concrete in the present embodiment.

外装材取付構造1は、構造躯体2に固定された取付部材10と、外装材3に固定された接続部材30とを備えている。取付部材10と接続部材30は、互いに係止される。接続部材30は、外装材3の背面下端部において、外装材の横幅方向(左右両端部)に、其々1か所ずつ、計2個所に設けられている。取付部材10は、左右一対の接続部材30,30に対応する位置にそれぞれ設けられている。   The exterior material attachment structure 1 includes an attachment member 10 fixed to the structural housing 2 and a connection member 30 secured to the exterior material 3. The mounting member 10 and the connecting member 30 are locked to each other. The connecting members 30 are provided at a total of two places, one at a time, in the lateral width direction (both the left and right ends) of the exterior material at the lower end of the back surface of the exterior material 3. The mounting members 10 are provided at positions corresponding to the pair of left and right connecting members 30, 30.

図2にも示すように、接続部材30は、張出板部31と垂下板部32とを備えている。張出板部31は、外装材3の背面から構造躯体2側(建物内側)に向かって張り出す部分であって、平面視で矩形形状を呈している。張出板部31は、埋設部31aと、突出部31bとを備えている。埋設部31aは、外装材3に埋設される部分である。埋設部31aには、上下方向に延在する異形鉄筋5が貫通している。異形鉄筋5は、埋設部31aとともに外装材3に埋設されている。突出部31bは、外装材3の背面から突出する部分であって、背面に直交している。
垂下板部32は、張出板部31の先端部(突出部31bの先端部)から下方に延在している。垂下板部32は、張出板部31に対して直交しており、接続部材30は、側面視L字状を呈している。垂下板部32は、建物内側から見て矩形形状を呈している。
As also shown in FIG. 2, the connection member 30 includes the overhanging plate portion 31 and the depending plate portion 32. The overhanging plate portion 31 is a portion projecting from the back surface of the exterior material 3 toward the structural housing 2 (inside of the building), and has a rectangular shape in plan view. The overhang plate portion 31 includes a buried portion 31 a and a protrusion 31 b. The buried portion 31 a is a portion to be buried in the exterior material 3. The deformed rebar 5 extending in the vertical direction penetrates through the buried portion 31a. The deformed rebar 5 is embedded in the exterior material 3 together with the embedded portion 31a. The protruding portion 31 b is a portion protruding from the back surface of the exterior material 3 and is orthogonal to the back surface.
The hanging plate portion 32 extends downward from the distal end portion (the distal end portion of the projecting portion 31 b) of the overhanging plate portion 31. The hanging plate portion 32 is orthogonal to the overhanging plate portion 31, and the connection member 30 has an L shape in a side view. The hanging plate portion 32 has a rectangular shape when viewed from the inside of the building.

取付部材10は、構造躯体2から建物外側(外装材3側)に向かって張り出す支持台4上に載置される。支持台4は、梁のフランジの側面に接続された片持ちブラケット4aと、片持ちブラケット4a上に設けられた受け板4bと、補強プレート4cと、受け板4bを支持する脚部プレート4dとを備えている。補強プレート4cは、片持ちブラケット4aの下側から梁のウェブに延在している。脚部プレート4dは、片持ちブラケット4a上に載置されており、その上端部で、受け板4bを水平に支持している。受け板4bには、ボルト貫通孔4e(図2参照)が形成されている。ボルト貫通孔4eには、取付部材10を固定するためのハイテンションボルト13が挿通される。ボルト貫通孔4eは、ハイテンションボルト13の軸部より太径に形成された長ルーズ孔である。
取付部材10は、基板部11と立上板部12とを備えている。基板部11は、水平に配置されており、受け板4b上に載置されている。基板部11は、平面視矩形形状を呈している。基板部11の建物内側寄り部分には、ボルト貫通孔11a(図2,3参照)が形成されている。基板部11は、ボルト貫通孔11aに挿通されるハイテンションボルト(HTB)13を介して、受け板4bに固定されている。ボルト貫通孔11aは、ハイテンションボルト13の軸部より太径に形成されたルーズ孔である。ボルト貫通孔4eとボルト貫通孔11aがルーズ孔であることで、取付部材10の設置位置が調整可能である。なお、本実施形態では、ボルト貫通孔4eとボルト貫通孔11aの両方がルーズ孔であるがこれに限定されるものではなく、少なくともボルト貫通孔4eとボルト貫通孔11aの一方がルーズ孔であればよい。
The mounting member 10 is placed on a support 4 that projects from the structural frame 2 toward the outside of the building (the exterior material 3 side). The support base 4 includes a cantilever bracket 4a connected to a side surface of a flange of a beam, a receiving plate 4b provided on the cantilever bracket 4a, a reinforcing plate 4c, and a leg plate 4d for supporting the receiving plate 4b. Is equipped. The reinforcing plate 4c extends from the lower side of the cantilever bracket 4a to the web of the beam. The leg plate 4d is placed on the cantilever bracket 4a, and at its upper end, the support plate 4b is horizontally supported. In the receiving plate 4b, bolt through holes 4e (see FIG. 2) are formed. A high tension bolt 13 for fixing the mounting member 10 is inserted into the bolt through hole 4 e. The bolt through hole 4 e is a long loose hole formed to be larger in diameter than the shaft portion of the high tension bolt 13.
The mounting member 10 includes a substrate portion 11 and a rising plate portion 12. The substrate unit 11 is disposed horizontally and is mounted on the receiving plate 4 b. The substrate unit 11 has a rectangular shape in plan view. A bolt through hole 11a (see FIGS. 2 and 3) is formed in a portion of the substrate portion 11 closer to the inside of the building. The substrate portion 11 is fixed to the receiving plate 4b via a high tension bolt (HTB) 13 inserted into the bolt through hole 11a. The bolt through hole 11 a is a loose hole formed to be larger in diameter than the shaft portion of the high tension bolt 13. The installation position of the mounting member 10 can be adjusted by the bolt through hole 4 e and the bolt through hole 11 a being loose holes. In the present embodiment, both of the bolt through hole 4e and the bolt through hole 11a are loose holes, but the present invention is not limited to this. If at least one of the bolt through holes 4e and the bolt through hole 11a is a loose hole Just do it.

立上板部12は、基板部11に立設されている。立上板部12は、基板部11の表面に対して直交し、且つ外装材3の背面と平行に配置されている。立上板部12は、第一立上板部12aと第二立上板部12bの二枚の板材からなる。第一立上板部12aと第二立上板部12bは、基板部11の表面に溶接されている。
図3に示すように、第一立上板部12aと第二立上板部12bは、ともに正面視矩形形状を呈しており、同じ大きさに形成されている。第一立上板部12aは、基板部11の外側端部から立ち上がっている。第二立上板部12bは、第一立上板部12aより建物内側に位置している。第二立上板部12bの外側表面を含む平面と、第一立上板部12aの内側表面を含む平面との離間距離は、接続部材30の垂下板部32の厚さ寸法と略同等である。つまり、第一立上板部12aと第二立上板部12bとの間に垂下板部32が挿入可能となっている。垂下板部32が、第一立上板部12aと第二立上板部12bとの間に挿入されると、第一立上板部12aは、垂下板部32よりも建物外側(外装材3側)に配置され、第二立上板部12bは、垂下板部32よりも建物内側(構造躯体2側)に配置されることとなる。また、第一立上板部12aの内側表面と垂下板部32の外側表面とが面接触するとともに、第二立上板部12bの外側表面と垂下板部32の内側表面とが面接触することとなる。これによって、立上板部12と垂下板部32とが係合される。
第一立上板部12aの左右幅寸法および第二立上板部12bの左右幅寸法は、ともに基板部11の左右幅寸法の略半分である。外装材3に設けられた左右一対の取付部材10,10のうち、左側の取付部材10(図1中、左手前側に図示)では、第一立上板部12aが左側に配置され、第二立上板部12bが右側に配置されている。一方、右側の取付部材10(図1中、右手奥側に図示)では、第一立上板部12aが右側に配置され、第二立上板部12bが左側に配置されている。
The rising plate portion 12 is provided upright on the substrate portion 11. The rising plate portion 12 is disposed orthogonal to the surface of the substrate portion 11 and in parallel to the back surface of the exterior material 3. The rising plate portion 12 is formed of two plate members of a first rising plate portion 12a and a second rising plate portion 12b. The first rising plate 12 a and the second rising plate 12 b are welded to the surface of the substrate 11.
As shown in FIG. 3, the first rising plate 12a and the second rising plate 12b both have a rectangular shape in a front view and are formed in the same size. The first rising plate 12 a rises from the outer end of the substrate 11. The second rising plate portion 12 b is located on the inner side of the building than the first rising plate portion 12 a. The distance between the plane including the outer surface of the second rising plate 12b and the plane including the inner surface of the first rising plate 12a is substantially equal to the thickness dimension of the hanging plate 32 of the connecting member 30. is there. That is, the hanging plate portion 32 can be inserted between the first rising plate portion 12a and the second rising plate portion 12b. When the hanging plate portion 32 is inserted between the first rising plate portion 12a and the second rising plate portion 12b, the first rising plate portion 12a is located outside the building than the hanging plate portion 32 (exterior material The second rising plate 12b is disposed on the inner side of the building (the side of the structural frame 2) than the hanging plate 32. In addition, the inner surface of the first rising plate 12a is in surface contact with the outer surface of the depending plate 32, and the outer surface of the second rising plate 12b is in contact with the inner surface of the depending plate 32. It will be. As a result, the rising plate 12 and the hanging plate 32 are engaged.
The left-right width dimension of the first rising plate portion 12 a and the left-right width dimension of the second rising plate portion 12 b are both approximately half of the left-right width dimension of the substrate portion 11. Of the pair of left and right mounting members 10 provided on the exterior member 3, the first rising plate portion 12a is disposed on the left side of the left mounting member 10 (shown on the left front side in FIG. 1). The rising plate portion 12b is disposed on the right side. On the other hand, in the right mounting member 10 (shown on the right side in FIG. 1), the first rising plate portion 12a is disposed on the right side, and the second rising plate portion 12b is disposed on the left side.

図1に示すように、外装材の背面と直交する基板部11の一方端部には、前記基板部に立設し、当該基板部と立上部とを連結させる係止板部14が設けられている。係止板部14は、外装材3に設けられた左右一対の取付部材10,10の其々の外側の端部、すなわち第一立上板部12aの外側端部に設けられている。または、係止板部14は、外装材3に固定された一対の取付部材10,10において、対向する基板部11の其々の端部に設けられる。係止板部14は、立上板部12と交差する方向(本実施形態では、直交方向)に沿って配置されている。係止板部14は、外装材が水平方向に移動する際に、外装材に固定された接続部材が必ず面接合するように配置し、外装材3が水平方向に移動するのを防止するための部材である。係止板部14は、垂下板部32の端部を覆うように設けられている。係止板部14は、外装材に固定された接続部材30を垂下板部32の端面(小口面)に当接させることで、外装材3が水平方向(横方向)にずれるのを防止している。係止板部14は、直角三角形形状を呈している。係止板部14の互いに直交する二辺部は、基板部11と第一立上板部12aにそれぞれ溶接されている。   As shown in FIG. 1, at one end of the substrate 11 which is orthogonal to the back surface of the exterior material, a locking plate 14 is provided standing on the substrate and connecting the substrate and the upright. ing. The locking plate portion 14 is provided at the outer end of each of the pair of left and right mounting members 10 provided on the exterior material 3, that is, at the outer end of the first rising plate portion 12 a. Alternatively, the locking plate portion 14 is provided at each end portion of the opposing substrate portion 11 in the pair of attachment members 10 and 10 fixed to the exterior material 3. The locking plate portion 14 is disposed along a direction (in the present embodiment, an orthogonal direction) intersecting the rising plate portion 12. The locking plate portion 14 is disposed such that the connecting member fixed to the outer covering material is always surface-joined when the outer covering material moves in the horizontal direction, and the outer covering material 3 is prevented from moving in the horizontal direction. It is a member of The locking plate portion 14 is provided so as to cover the end of the hanging plate portion 32. The locking plate portion 14 prevents the exterior material 3 from being displaced in the horizontal direction (lateral direction) by bringing the connection member 30 fixed to the exterior material into contact with the end face (small end surface) of the hanging plate portion 32. ing. The locking plate portion 14 has a right triangle shape. Two sides of the locking plate portion 14 orthogonal to each other are welded to the base plate portion 11 and the first rising plate portion 12a.

以上のような構成の外装材取付構造1によれば、外装材3が負圧力(外装材を外側に引っ張る力)を受けた場合には、外装材3に作用する外部荷重は、接続部材30の垂下板部32から取付部材10の第一立上板部12aへと面を介して伝達されて構造躯体2に伝達される。一方、外装材3が正圧力(外装材を内側に押す力)を受けた場合には、外装材3に作用する外部荷重は、接続部材30の垂下板部32から取付部材10の第二立上板部12bへと面を介して伝達されて構造躯体2に伝達される。これによって、外部荷重を分散して伝達することができ部材局所への荷重集中を防止できる。さらに、接続部材30の垂下板部32が、取付部材10の立上板部12を押圧することで、外部荷重を伝達しているので、連結ボルトなどの締結部材を省略することができるとともに、連結材数を低減できる。さらに、従来のように一部材(連結ボルト)に高い引張応力が作用することはない。
また、外装材3を設置するに際しては、外装材3を垂直に吊り下ろすだけで、接続部材30の垂下板部32を取付部材10の立上板部12に係合させることができるので、締結部材の締付け工程が不要となる。したがって、施工が容易になり、施工手間と施工時間を低減することができる。
さらに、本実施形態では、接続部材30の垂下板部32が、取付部材10の係止板部14に係止されているので、外装材3を横方向に移動させようとする力が作用した場合でも、外装材3が横方向にずれるのを防止できる。
よって、本実施形態による外装材取付構造は、外装材の自重(鉛直力)、および水平地震荷重(面外力、面内力)を負担するファスナ−構造となる。
According to the exterior material attachment structure 1 configured as described above, when the exterior material 3 receives a negative pressure (a force that pulls the exterior material outward), the external load acting on the exterior material 3 is the connection member 30. Is transmitted from the hanging plate portion 32 to the first rising plate portion 12 a of the mounting member 10 via the surface and is transmitted to the structural housing 2. On the other hand, when the exterior material 3 receives a positive pressure (a force that pushes the exterior material inward), the external load acting on the exterior material 3 is a second standing of the attachment member 10 from the hanging plate portion 32 of the connection member 30. It is transmitted to the upper plate 12 b via a surface and transmitted to the structural housing 2. As a result, the external load can be dispersed and transmitted, and the load concentration on the local part of the member can be prevented. Further, since the hanging plate portion 32 of the connecting member 30 transmits the external load by pressing the rising plate portion 12 of the mounting member 10, the fastening member such as the connection bolt can be omitted. The number of connecting members can be reduced. Furthermore, high tensile stress does not act on one member (connection bolt) as in the prior art.
Further, when installing the exterior material 3, the hanging plate portion 32 of the connection member 30 can be engaged with the rising plate portion 12 of the mounting member 10 only by hanging the exterior material 3 vertically, so that fastening is achieved. There is no need for a member tightening process. Therefore, construction becomes easy, and construction time and construction time can be reduced.
Furthermore, in the present embodiment, since the hanging plate portion 32 of the connecting member 30 is locked to the locking plate portion 14 of the mounting member 10, the force for moving the exterior material 3 in the lateral direction is applied. Even in this case, the exterior material 3 can be prevented from being displaced in the lateral direction.
Therefore, the exterior material attachment structure according to the present embodiment is a fastener structure that bears the weight of the exterior material (vertical force) and horizontal seismic load (surface external force, in-plane force).

(第二実施形態)
図4乃至図6に示すように、第二実施形態に係る外装材取付構造1aは、取付部材10aおよび接続部材30aの形状が第一実施形態と異なる。
Second Embodiment
As shown in FIGS. 4 to 6, the exterior material attachment structure 1 a according to the second embodiment differs from the first embodiment in the shapes of the attachment member 10 a and the connection member 30 a.

接続部材30aは、外装材3の背面から張り出す張出部35と、張出部35の先端部に設けられた係止部36とを有している。
本実施形態の張出部35は、断面係数が大きく、高剛性の構造性能を備えた矩形状の平鋼材または角形鋼管であることが好ましい。張出部35は、外装材3の背面から構造躯体2側(建物内側)に向かって張り出す部分であって、外装材3の背面に直交している。張出部35が角形鋼管の場合、張出部35は、外装材3に埋設される埋設部35aと、外装材3の背面から突出する突出部35bとを備えている。埋設部35aの基端部(建物外側端部)には、鍔状の引抜防止板37が設けられている。
引抜防止板37は、正面視矩形形状を呈している。引抜防止板37の建物内側の表面には、引抜防止用の第一異形鉄筋6aが埋設されている。第一異形鉄筋6aは、上下方向に延在しており、引抜防止板37の内側表面に溶接されている。第一異形鉄筋6aは、埋設部35aを左右から挟むように2本設けられている。第一異形鉄筋6aよりも外装材3の背面寄りの部分には、引抜防止用の第二異形鉄筋6bが埋設されている。第二異形鉄筋6bは、埋設部35aを左右から挟むように2本設けられており、埋設部35aの側面にそれぞれ溶接されている。
The connecting member 30 a has a protruding portion 35 protruding from the back surface of the exterior material 3 and a locking portion 36 provided at the tip of the protruding portion 35.
The overhanging portion 35 in the present embodiment is preferably a rectangular flat steel material or a square steel pipe having a large cross section coefficient and high rigidity structural performance. The overhanging portion 35 is a portion projecting from the back surface of the exterior material 3 toward the structural housing 2 (inside of the building), and is orthogonal to the back surface of the exterior material 3. When the overhanging portion 35 is a square steel pipe, the overhanging portion 35 includes a buried portion 35 a embedded in the exterior material 3 and a projecting portion 35 b projecting from the back surface of the exterior material 3. A hook-shaped pullout preventing plate 37 is provided at the base end (the outer end of the building) of the buried portion 35a.
The pullout prevention plate 37 has a rectangular shape in a front view. On the surface inside the building of the pullout prevention plate 37, a first deformed reinforcing bar 6a for pullout prevention is embedded. The first deformed rebar 6 a extends in the vertical direction and is welded to the inner surface of the pullout preventing plate 37. Two first deformed reinforcing bars 6a are provided so as to sandwich the buried portion 35a from the left and right. A second deformed reinforcing bar 6b for preventing withdrawal is embedded in a portion closer to the back of the exterior material 3 than the first deformed bar 6a. Two second deformed bars 6b are provided so as to sandwich the buried portion 35a from the left and right, and are welded to the side surfaces of the buried portion 35a.

係止部36は、張出部35の先端部(建物内側の端部)に設けられている。図4に示すように、係止部36は、第一係止部36aと第二係止部36bとを備えている。第一係止部36aは、張出部35を囲う鍔状の板材であって、外周が正方形形状を呈している。第一係止部36aは、突出部35bの基端部(外装材3の背面部と交差する部分)に溶接されている。第一係止部36aの建物外側は、外装材3の背面に埋没している。第一係止部36aの建物内側は、外装材3の背面から突出している。第一係止部36aの内側表面は、外装材3の背面に露出しており、かつ外装材3の背面と平行になっている。
第二係止部36bは、突出部35bの先端部(張出部35の建物内側端部)に設けられた鍔状の板材からなり、第一係止部36aより建物内側に位置している。第二係止部36bは、正面視矩形形状(横長の長方形)を呈している。第二係止部36bの外側表面と、第一係止部36aの内側表面との離間距離は、取付部材10aの立上板部16の厚さ寸法と後記する2枚のすべり材18の厚さ寸法とを加えた距離と略同等である。つまり、第一係止部36aと第二係止部36bとの間に立上板部16と2枚のすべり材18とが挿入可能となっている。
The locking portion 36 is provided at the tip (the end inside the building) of the overhanging portion 35. As shown in FIG. 4, the locking portion 36 includes a first locking portion 36 a and a second locking portion 36 b. The first locking portion 36 a is a bowl-shaped plate member surrounding the overhanging portion 35 and has a square outer periphery. The first locking portion 36a is welded to the base end portion of the protruding portion 35b (the portion intersecting with the back surface portion of the exterior material 3). The building outer side of the first locking portion 36 a is buried in the back of the exterior material 3. The inside of the building of the first locking portion 36 a protrudes from the back surface of the exterior material 3. The inner surface of the first locking portion 36 a is exposed on the back surface of the exterior material 3 and is parallel to the back surface of the exterior material 3.
The second locking portion 36b is formed of a hook-shaped plate provided at the tip of the projecting portion 35b (the end on the inner side of the building of the overhang 35), and is positioned on the inside of the building than the first locking portion 36a. . The second locking portion 36 b has a rectangular shape in a front view (long rectangular shape). The distance between the outer surface of the second locking portion 36b and the inner surface of the first locking portion 36a is the thickness dimension of the rising plate portion 16 of the mounting member 10a and the thickness of the two sliding members 18 described later. It is approximately equal to the distance obtained by adding the height dimension. That is, the rising plate portion 16 and the two sliding members 18 can be inserted between the first locking portion 36a and the second locking portion 36b.

取付部材10aは、支持台7上に載置される。支持台7は、断面コ字状の溝型鋼からなり、構造躯体2である梁上に設けられている。支持台7は、溝型鋼のウェブ7aが上側になるように配置されており、ウェブ7aが支持面となる。ウェブ7aの両端のフランジ7b,7bの下端部は、梁に溶接されている。ウェブ7aには、ボルト貫通孔7c(図4の(b)および(c)参照)が形成されている。ボルト貫通孔7cには、取付部材10aを固定するためのハイテンションボルト13が挿通される。ボルト貫通孔7cは、ハイテンションボルト13の軸部が移動可能な長孔である。長孔は左右方向に延在している。
取付部材10aは、基板部15と立上板部16とを備えたアングル材にて構成されている。基板部15は、水平に配置されており、ウェブ7a上に載置されている。基板部15は、平面視矩形形状を呈している。基板部15の建物内側寄り部分には、ボルト貫通孔15a(図4の(b)参照)が形成されている。基板部15は、ボルト貫通孔15aに挿通されるハイテンションボルト13を介して、支持台7に固定されている。ボルト貫通孔15aは、長孔である。長孔は建物の内外方向に延在している。なお、本実施形態では、ボルト貫通孔7cとボルト貫通孔15aは長孔であるが、これに限定されるものではない。たとえば、少なくともボルト貫通孔7cとボルト貫通孔15aの一方をルーズ孔としてもよい。
The mounting member 10 a is placed on the support 7. The support base 7 is made of a grooved steel having a U-shaped cross section, and is provided on a beam which is the structural frame 2. The support base 7 is disposed such that the grooved steel web 7 a is on the upper side, and the web 7 a is a support surface. The lower ends of the flanges 7b, 7b at both ends of the web 7a are welded to the beam. Bolt through holes 7c (see (b) and (c) in FIG. 4) are formed in the web 7a. A high tension bolt 13 for fixing the mounting member 10a is inserted into the bolt through hole 7c. The bolt through holes 7 c are long holes in which the shaft portion of the high tension bolt 13 can move. The elongated holes extend in the left-right direction.
The mounting member 10 a is formed of an angled member including the substrate portion 15 and the rising plate portion 16. The substrate unit 15 is disposed horizontally and is placed on the web 7 a. The substrate unit 15 has a rectangular shape in plan view. A bolt through hole 15a (see (b) in FIG. 4) is formed in a portion closer to the inside of the building of the substrate portion 15. The substrate portion 15 is fixed to the support 7 via a high tension bolt 13 inserted into the bolt through hole 15a. The bolt through holes 15a are long holes. The long holes extend in the inward and outward directions of the building. In addition, in this embodiment, although the bolt through-hole 7c and the bolt through-hole 15a are long holes, it is not limited to this. For example, at least one of the bolt through hole 7c and the bolt through hole 15a may be a loose hole.

立上板部16は、基板部15から立ち上がる板状部分である。立上板部16は、基板部15に対して直交し、且つ外装材3の背面と平行に配置されている。立上板部16は、基板部15の表面に溶接されている。立上板部16の左右方向中央部には、上端縁から下方に向かって切り欠かれたスリット17が形成されている。スリット17の幅寸法は、取付部材10aの張出部35の幅寸法と略同等である。スリット17の深さ寸法は、外装材3の挙動に対する必要長さと、外装材3の熱伸びと施工誤差とを吸収できる長さである。スリット17には、張出部35が上方から挿入される。張出部35が、スリット17に挿入されると、第一係止部36aと第二係止部36bの間に、立上板部16の一部(スリット17の左右両側部分)が位置する。第一係止部36aと立上板部16との隙間と、第二係止部36bと立上板部16との隙間には、それぞれすべり材18が設けられる。第一係止部36aの内側表面と立上板部16の外側表面とが、すべり材18を介して面接触するとともに、第二係止部36bの外側表面と立上板部16の内側表面とが、すべり材18を介して面接触することとなる。   The rising plate portion 16 is a plate-like portion rising from the substrate portion 15. The rising plate portion 16 is disposed orthogonal to the substrate portion 15 and in parallel with the back surface of the exterior material 3. The rising plate portion 16 is welded to the surface of the substrate portion 15. At the center in the left-right direction of the rising plate portion 16, a slit 17 cut downward from the upper end edge is formed. The width dimension of the slit 17 is substantially equal to the width dimension of the overhanging portion 35 of the mounting member 10a. The depth dimension of the slit 17 is a length that can absorb the required length for the behavior of the exterior material 3, the thermal elongation of the exterior material 3, and the construction error. The overhanging portion 35 is inserted into the slit 17 from above. When the overhanging portion 35 is inserted into the slit 17, a part of the rising plate portion 16 (right and left side portions of the slit 17) is positioned between the first locking portion 36a and the second locking portion 36b. . The sliding member 18 is provided in the gap between the first locking portion 36 a and the rising plate portion 16 and in the gap between the second locking portion 36 b and the rising plate portion 16. The inner surface of the first locking portion 36a and the outer surface of the rising plate portion 16 make surface contact via the sliding member 18, and the outer surface of the second locking portion 36b and the inner surface of the rising plate portion 16 Is in surface contact via the sliding member 18.

すべり材18は、正面視門型形状を呈しており、下端縁から上方に向かって切り欠かれたスリット18aを備えている。スリット18aの幅寸法は、取付部材10aの張出部35の幅寸法と略同等である。このスリット18a内に張出部35が配置される。すべり材18は、接続部材30aを取付部材10aに係止させた後に、第一係止部36aと立上板部16との隙間と、第二係止部36bと立上板部16との隙間の両方に、それぞれ差し込まれる。
すべり材は、テフロン(登録商標)やステンレスなどの摩擦係数が小さい面状体である。また、すべり材を介在させることで、外装材の挙動をスムーズにするとともに、金属の摩擦によって発生する音鳴りを防止できる。
The slide member 18 has a front view gate-like shape, and is provided with a slit 18a which is cut upward from the lower end edge. The width dimension of the slit 18a is substantially equal to the width dimension of the overhanging portion 35 of the mounting member 10a. The overhanging portion 35 is disposed in the slit 18a. After the sliding member 18 locks the connection member 30a to the mounting member 10a, the gap between the first locking portion 36a and the rising plate portion 16, the second locking portion 36b, and the rising plate portion 16 It is inserted in both of the gaps respectively.
The sliding material is a sheet having a small coefficient of friction, such as Teflon (registered trademark) or stainless steel. Further, by interposing the slip material, the behavior of the exterior material can be made smooth, and the noise generated by the friction of the metal can be prevented.

以上のような構成の外装材取付構造1aによれば、張出部に、円形状鋼材または矩形状鋼材を用いることで、細径で、小断面の鋼材であっても、高い軸剛性を備えた接続部材を実現することができる。また、外装材3が負圧力を受けた場合には、外装材3に作用する外部荷重は、接続部材30aの第二係止部36bから取付部材10aの立上板部16へと面を介して伝達されて構造躯体2に伝達される。一方、外装材3が正圧力を受けた場合には、外装材3に作用する外部荷重は、接続部材30aの第一係止部36aから取付部材10aの立上板部16へと面を介して伝達されて構造躯体2に伝達される。これによって、外部荷重を分散して伝達することができ部材局所への荷重集中を防止できる。さらに、接続部材30aの係止部36が、取付部材10aの立上板部16を押圧することで、外部荷重を伝達しているので、連結ボルトなどの締結部材を省略することができるとともに、連結材数を低減できる。さらに、従来のように一部材(連結ボルト)に高い引張応力が作用することはない。
また、外装材3を設置するに際しては、外装材3を垂直に吊り下ろすだけで、接続部材30aの係止部36を取付部材10aの立上板部16に係合させることができるので、締結部材の締付け工程が不要となる。したがって、施工が容易になり、施工手間と施工時間を低減することができる。
さらに、本実施形態では、接続部材30の張出部35が、取付部材10aの立上板部16のスリット17に挿入されていて、取付部材10の係止板部14に係止されているので、外装材3を横方向に発生する力(地震時による横方向の発生する力)に対して、外装材3が横方向にずれるのを防止し、力を支持できる。移動させようとする力が作用した場合でも、外装材3が幅方向にずれるのを防止できる。
ところで、外装材3の外力は、風力で決定する場合と、面内方向の地震力で決定する場合がある。外装材3に埋設された張出部35が角型であるので、外力が大きい方向に対しての断面係数を、丸型よりも容易に設定できるので、サイズ変更も行い易い。
また、張出部が角形管形状の場合は、張出部の内部は空洞であり、かつ角形管形状であることで、軽量で高剛性による接続部材を実現できる。
According to the exterior material attachment structure 1a having the above-described configuration, by using a circular steel or rectangular steel for the overhang portion, even a narrow-diameter, small-section steel is provided with high axial rigidity. Can be realized. Also, when the exterior material 3 receives a negative pressure, the external load acting on the exterior material 3 is from the second locking portion 36b of the connection member 30a to the rising plate portion 16 of the mounting member 10a via a surface. And transmitted to the structural housing 2. On the other hand, when the exterior material 3 receives a positive pressure, the external load acting on the exterior material 3 has a surface from the first locking portion 36a of the connection member 30a to the rising plate portion 16 of the mounting member 10a. And transmitted to the structural housing 2. As a result, the external load can be dispersed and transmitted, and the load concentration on the local part of the member can be prevented. Furthermore, since the locking portion 36 of the connecting member 30a transmits the external load by pressing the rising plate portion 16 of the mounting member 10a, a fastening member such as a connection bolt can be omitted. The number of connecting members can be reduced. Furthermore, high tensile stress does not act on one member (connection bolt) as in the prior art.
Further, when installing the exterior material 3, the locking portion 36 of the connection member 30 a can be engaged with the rising plate portion 16 of the mounting member 10 a simply by hanging down the exterior material 3 vertically, so fastening is achieved. There is no need for a member tightening process. Therefore, construction becomes easy, and construction time and construction time can be reduced.
Furthermore, in the present embodiment, the overhanging portion 35 of the connection member 30 is inserted into the slit 17 of the rising plate portion 16 of the mounting member 10a and is locked to the locking plate portion 14 of the mounting member 10a. Therefore, the sheath material 3 can be prevented from being displaced in the lateral direction with respect to a force (a force generated in the lateral direction due to an earthquake) that generates the sheath material 3 in the lateral direction, and the force can be supported. Even when a force to move is applied, the exterior material 3 can be prevented from being displaced in the width direction.
By the way, the external force of the exterior material 3 may be determined by the wind force, and may be determined by the in-plane seismic force. Since the overhanging portion 35 embedded in the exterior material 3 is a square shape, the section coefficient in the direction in which the external force is large can be set more easily than the round shape, and therefore, the size can be easily changed.
Further, in the case where the overhanging portion is in the shape of a square tube, the inside of the overhanging portion is hollow, and by being in the shape of a square tube, a lightweight and highly rigid connecting member can be realized.

(第三実施形態)
図7に示すように、第三実施形態に係る外装材取付構造1bは、取付部材10bと接続部材30bの形状が第一実施形態と異なる。具体的には、接続部材30bの垂下板部41が、建物外内方向に間隔をあけて配置された二枚の板材からなるとともに、取付部材10bの立上板部21は一枚の板材からなっている。
Third Embodiment
As shown in FIG. 7, the exterior material attachment structure 1b according to the third embodiment differs from the first embodiment in the shapes of the attachment member 10b and the connection member 30b. More specifically, the hanging plate portion 41 of the connecting member 30b is formed of two plate members spaced apart inward and outward from the building, and the rising plate portion 21 of the mounting member 10b is formed of one plate member. It has become.

取付部材10bは、支持台4上に載置されるものであり、基板部20と立上板部21とを備えている。支持台4と基板部20は、第一実施形態と同じ構成であるので、同じ符号を付して説明を省略する。
立上板部21は、基板部20に立設された一枚の板材からなる。立上板部21は、基板部20の表面に対して直交し、且つ外装材3の背面と平行に配置されている。立上板部21は、基板部20の表面に溶接されている。
The mounting member 10 b is mounted on the support 4, and includes a substrate portion 20 and a rising plate portion 21. Since the support stand 4 and the board | substrate part 20 are the same structures as 1st embodiment, the same code | symbol is attached | subjected and description is abbreviate | omitted.
The rising plate portion 21 is formed of a single plate member erected on the substrate portion 20. The rising plate portion 21 is disposed orthogonal to the surface of the substrate portion 20 and in parallel with the back surface of the exterior material 3. The rising plate 21 is welded to the surface of the substrate 20.

基板部20の左右方向の一方端部(外装材の横幅方向の一方側端部)には、外装材3が左右方向に移動するのを防止するための係止板部14が設けられている。係止板部14は、外装材3に設けられた左右一対の取付部材10b,10bの外側となる端部に設けられている。係止板部14は、立上板部21と交差する方向(本実施形態では、直交方向)に沿って配置されている。係止板部14は、第二垂下板部41bの端部を覆うように設けられている。係止板部14は、第二垂下板部41bの端面(小口面)に当接させることで、垂下板部41の移動を抑制させて、外装材3がずれるのを防止する。   A locking plate portion 14 for preventing the exterior material 3 from moving in the left-right direction is provided at one end portion in the left-right direction of the substrate portion 20 (one end portion in the lateral width direction of the exterior material) . The locking plate portion 14 is provided at the outer end of the pair of left and right mounting members 10 b provided on the exterior material 3. The locking plate portion 14 is disposed along the direction (in the present embodiment, the orthogonal direction) intersecting the rising plate portion 21. The locking plate portion 14 is provided so as to cover the end of the second hanging plate portion 41 b. The locking plate portion 14 abuts on the end surface (small end surface) of the second hanging plate portion 41 b, thereby suppressing the movement of the hanging plate portion 41 and preventing the exterior material 3 from being displaced.

接続部材30bは、張出板部40と垂下板部41とを備えている。張出板部40と垂下板部41はそれぞれ分割されており、接続部材30bは、第一張出板部40aと第一垂下板部41aからなる第一部材と、第二張出板部40bと第二垂下板部41bからなる第二部材との二部材を備えてなる。
垂下板部41は、第一垂下板部41aと第二垂下板部41bの二枚の板材からなる。第一垂下板部41aと第二垂下板部41bは、ともに正面視矩形形状を呈しており、同じ大きさに形成されている。第二垂下板部41bは、第一垂下板部41aよりも建物内側に位置している。第二垂下板部41bの外側表面を含む平面と、第一垂下板部41aの内側表面を含む平面との離間距離は、取付部材10bの立上板部21の厚さ寸法と2枚のすべり材18の厚さ寸法とを加えた距離と略同等である。つまり、第一垂下板部41aと第二垂下板部41bとの間に立上板部21が挿入可能となっている。立上板部21が、第一垂下板部41aと第二垂下板部41bとの間に挿入されると、第一垂下板部41aは、立上板部21よりも建物外側(外装材3側)に配置され、第二垂下板部41bは、立上板部21よりも建物内側(構造躯体2側)に配置されることとなる。また、第一垂下板部41aと立上板部21との間にはすべり材(図示せず)が介設されている。第二垂下板部41bと立上板部21との間にもすべり材(図示せず)が介設されている。つまり、第一垂下板部41aの内側表面と立上板部21の外側表面とがすべり材を介して面接触するとともに、第二垂下板部41bの外側表面と立上板部21の内側表面とがすべり材を介して面接触することとなる。これによって、垂下板部41と立上板部21が係合される。
張出板部40は、第一張出板部40aと第二張出板部40bの二枚の板材からなる。第一張出板部40aは第一垂下板部41aを支持し、第二張出板部40bは第二垂下板部41bを支持している。
The connection member 30 b includes the projecting plate portion 40 and the hanging plate portion 41. The overhanging plate portion 40 and the depending plate portion 41 are respectively divided, and the connection member 30b is a first member including the first overhanging plate portion 40a and the first depending plate portion 41a, and the second overhanging plate portion 40b. And a second member consisting of a second depending plate portion 41b.
The hanging plate portion 41 is composed of two plate members of a first hanging plate portion 41a and a second hanging plate portion 41b. The first hanging plate portion 41a and the second hanging plate portion 41b both have a rectangular shape in a front view, and are formed in the same size. The second hanging plate portion 41b is located more inside than the first hanging plate portion 41a. The distance between the plane including the outer surface of the second depending plate 41b and the plane including the inner surface of the first depending plate 41a is the thickness dimension of the rising plate 21 of the mounting member 10b and the slip of two sheets It is approximately equal to the distance obtained by adding the thickness dimension of the material 18. That is, the rising plate portion 21 can be inserted between the first hanging plate portion 41a and the second hanging plate portion 41b. When the rising plate portion 21 is inserted between the first hanging plate portion 41a and the second hanging plate portion 41b, the first hanging plate portion 41a is located outside the building than the rising plate portion 21 (exterior material 3 It arrange | positions on the side, and the 2nd suspension board part 41b will be arrange | positioned rather than the rising board part 21 inside a building (structural frame 2 side). A sliding member (not shown) is interposed between the first hanging plate portion 41 a and the rising plate portion 21. A sliding member (not shown) is also interposed between the second hanging plate portion 41 b and the rising plate portion 21. That is, the inner surface of the first hanging plate portion 41 a makes surface contact with the outer surface of the rising plate portion 21 through the sliding member, and the outer surface of the second hanging plate portion 41 b and the inner surface of the rising plate portion 21. And will come into surface contact via the sliding member. Thus, the hanging plate portion 41 and the rising plate portion 21 are engaged.
The overhanging plate portion 40 is formed of two plate members of a first overhanging plate portion 40a and a second overhanging plate portion 40b. The first overhanging plate portion 40a supports the first depending plate portion 41a, and the second overhanging plate portion 40b supports the second depending plate portion 41b.

左右一対の接続部材30b,30bのうち、左側の接続部材30b(図7中、左手前側に図示)では、第二部材が左側に配置され、第一部材が右側に配置されている。一方、右側の接続部材30b(図7中、右手奥側に図示)では、第二部材が右側に配置され、第一部材が左側に配置されている。つまり、左右一対の接続部材30b,30bの外側に第二部材が配置され、左右一対の接続部材30b,30bの内側に第一部材が配置されている。
第一張出板部40aおよび第二張出板部40bの基端部は、それぞれ外装材3内に埋設されている(図示せず)。この図示しない埋設部には、上下方向に延在する異形鉄筋(図示せず)が貫通して固定されている。
Of the left and right connecting members 30b, 30b, in the left connecting member 30b (shown on the left front side in FIG. 7), the second member is disposed on the left side, and the first member is disposed on the right side. On the other hand, in the connection member 30b on the right side (shown on the right side in FIG. 7), the second member is disposed on the right side, and the first member is disposed on the left side. That is, the second member is disposed outside the pair of left and right connecting members 30b, 30b, and the first member is disposed inside the pair of left and right connecting members 30b, 30b.
The base end portions of the first overhanging plate portion 40a and the second overhanging plate portion 40b are embedded in the exterior material 3 (not shown). In the embedded portion (not shown), a deformed reinforcing bar (not shown) extending in the vertical direction is fixedly penetrated.

(第四実施形態)
図8に示すように、第四実施形態に係る外装材取付構造1cは、取付部材10cおよび接続部材30cの形状が第一実施形態と異なる。具体的には、接続部材30cの垂下板部43が、建物外内方向に間隔をあけて配置された二枚の板材からなるとともに、取付部材10cの立上板部21は一枚の板材からなっている。また、第三実施形態と異なるのは、二枚の垂下板部43,43は、一枚の張出板部42に支持されている点である。
Fourth Embodiment
As shown in FIG. 8, the exterior material attachment structure 1c according to the fourth embodiment differs from the first embodiment in the shapes of the attachment member 10c and the connection member 30c. More specifically, the hanging plate portion 43 of the connecting member 30c is formed of two plate members spaced apart inward and outward from the building, and the rising plate portion 21 of the mounting member 10c is formed of one plate member. It has become. Moreover, what is different from the third embodiment is that the two hanging plate portions 43, 43 are supported by one projecting plate portion 42.

取付部材10cは、支持台4上に載置される。取付部材10cは、基板部22と立上板部23とを備えている。支持台4と基板部22は、第一実施形態と同じ構成である。
立上板部23は、一枚の板材からなる。立上板部23は、基板部20の表面に対して直交し、且つ外装材3の背面と平行に配置されている。立上板部23は、基板部22の表面に溶接されている。
The mounting member 10 c is placed on the support 4. The mounting member 10 c includes a base portion 22 and a rising plate portion 23. The support 4 and the substrate unit 22 have the same configuration as in the first embodiment.
The rising plate portion 23 is formed of a single plate material. The rising plate portion 23 is disposed orthogonal to the surface of the substrate portion 20 and in parallel with the back surface of the exterior material 3. The rising plate portion 23 is welded to the surface of the substrate portion 22.

接続部材30cは、張出板部42と垂下板部43とを備えている。張出板部42は、第一実施形態の張出板部31と同等の形状である。
垂下板部43は、第一垂下板部43aと第二垂下板部43bの二枚の板材からなる。第一垂下板部43aおよび第二垂下板部43bは、同じ形状で同じ大きさに形成されている。第二垂下板部43bは、張出板部42の先端部(内側端部)から垂れ下がっている。第一垂下板部43aは、第二垂下板部43bより建物外側に位置している。第二垂下板部43bの外側表面と、第一垂下板部43aの内側表面との離間距離は、取付部材10cの立上板部21の厚さ寸法と2枚のすべり材18の厚さ寸法とを加えた距離と略同等である。つまり、第一垂下板部43aと第二垂下板部43bとの間に立上板部23が挿入可能となっている。立上板部23が、第一垂下板部43aと第二垂下板部43bとの間に挿入されると、第一垂下板部43aは、立上板部23よりも建物外側に配置され、第二垂下板部43bは、立上板部23よりも建物内側に配置されることとなる。
また、第一垂下板部43aと立上板部23との間にはすべり材(図示せず)が介設されている。第二垂下板部43bと立上板部23との間にもすべり材(図示せず)が介設されている。これで、第一垂下板部43aの内側表面と立上板部23の外側表面とがすべり材を介して面接触するとともに、第二垂下板部43bの外側表面と立上板部23の内側表面とがすべり材を介して面接触することとなる。これによって、垂下板部43と立上板部23が係合される。
The connecting member 30 c is provided with a projecting plate portion 42 and a hanging plate portion 43. The overhanging plate portion 42 has the same shape as the overhanging plate portion 31 of the first embodiment.
The hanging plate portion 43 is formed of two plate members of a first hanging plate portion 43a and a second hanging plate portion 43b. The first hanging plate portion 43a and the second hanging plate portion 43b have the same shape and the same size. The second hanging plate portion 43 b hangs down from the tip (inner end) of the overhanging plate portion 42. The first hanging plate portion 43a is located on the outer side of the building than the second hanging plate portion 43b. The distance between the outer surface of the second hanging plate 43b and the inner surface of the first hanging plate 43a is the thickness of the rising plate 21 of the mounting member 10c and the thickness of the two sliding members 18 And a distance approximately equal to That is, the rising plate portion 23 can be inserted between the first hanging plate portion 43a and the second hanging plate portion 43b. When the rising plate portion 23 is inserted between the first hanging plate portion 43a and the second hanging plate portion 43b, the first hanging plate portion 43a is disposed outside the building than the rising plate portion 23, The second hanging plate portion 43 b is disposed on the inner side of the building than the rising plate portion 23.
Further, a sliding member (not shown) is interposed between the first hanging plate portion 43 a and the rising plate portion 23. A sliding member (not shown) is also interposed between the second depending plate 43 b and the rising plate 23. As a result, the inner surface of the first hanging plate portion 43a and the outer surface of the rising plate portion 23 are in surface contact via the sliding member, and the outer surface of the second hanging plate portion 43b and the inner surface of the rising plate portion 23 The surface comes into surface contact via the sliding member. Thus, the hanging plate portion 43 and the rising plate portion 23 are engaged.

接続部材30cの左右方向端部には、係止板部14aが設けられている。係止板部14aは、外装材3に設けられた左右一対の接続部材30c,30cの外側となる端部に設けられている。係止板部14aは、垂下板部43と交差する方向(本実施形態では、直交方向)に沿って配置されている。係止板部14aは、縦長の長方形形状を呈しており、立上板部23の端部を覆うように設けられている。係止板部14aを、立上板部23の端面(小口面)に当接させることで、垂下板部43の移動を抑止して、外装材3が横方向にずれるのを防止している。   A locking plate portion 14a is provided at an end portion in the left-right direction of the connection member 30c. The locking plate portion 14 a is provided at an end portion on the outside of the pair of left and right connection members 30 c provided on the exterior material 3. The locking plate portion 14 a is disposed along a direction (in the present embodiment, an orthogonal direction) intersecting the hanging plate portion 43. The locking plate portion 14 a has a vertically-long rectangular shape, and is provided so as to cover the end of the rising plate portion 23. By bringing the locking plate portion 14a into contact with the end face (small end face) of the rising plate portion 23, the movement of the hanging plate portion 43 is suppressed to prevent the exterior material 3 from being shifted in the lateral direction. .

(第五実施形態)
図9に示すように、第五実施形態に係る外装材取付構造1dは、取付部材10dの形状が第一実施形態と異なる。具体的には、取付部材10dの立上板部25は建物外内方向に間隔をあけて配置された二枚の板材からなるとともに、立上板部25の左右幅寸法は基板部24の左右幅寸法と同じになっている点である。接続部材30dは、張出板部44と垂下板部45とを備えている。接続部材30dは、第一実施形態の接続部材30と同等の形状である。
(Fifth embodiment)
As shown in FIG. 9, the exterior material attachment structure 1d according to the fifth embodiment differs from the first embodiment in the shape of the attachment member 10d. Specifically, the rising plate portion 25 of the mounting member 10d is formed of two plate members spaced apart inward and outward directions of the building, and the lateral width dimension of the rising plate portion 25 is the left and right of the substrate portion 24. It is the same point as the width dimension. The connecting member 30 d includes a projecting plate portion 44 and a hanging plate portion 45. The connecting member 30d has the same shape as the connecting member 30 of the first embodiment.

取付部材10dは、構造躯体2から建物外側(外装材3側)に向かって張り出す支持台4上に載置される。取付部材10dは、基板部24と立上板部25とを備えている。支持台4と基板部24は、第一実施形態と同じ構成である。
立上板部25は、基板部24に立設された二枚の板材(第一立上板部25a,第二立上板部25b)からなる。第一立上板部25aおよび第二立上板部25bは、同じ形状で同じ大きさに形成されている。第一立上板部25aは、基板部24の外側端部から立ち上がっている。第二立上板部25bは、第一立上板部25aより建物内側に位置している。第二立上板部25bの外側表面と、第一立上板部25aの内側表面との離間距離は、接続部材30dの垂下板部45の厚さ寸法と2枚のすべり材(図示せず)の厚さ寸法とを加えた距離と略同等である。つまり、第一立上板部25aと第二立上板部25bとの間に垂下板部45が挿入されている。第一立上板部25aは、垂下板部45よりも建物外側に配置され、第二立上板部25bは、垂下板部45よりも建物内側に配置されている。
垂下板部45と第一立上板部25aとの間にすべり材(図示せず)が介設され、垂下板部45と第二立上板部25bとの間にすべり材(図示せず)が介設されている。第一立上板部25aの内側表面と垂下板部45の外側表面とがすべり材を介して面接触するとともに、第二立上板部25bの外側表面と垂下板部45の内側表面とがすべり材を介して面接触することとなる。これによって、立上板部25と垂下板部45が係合される。
第一立上板部25aの左右幅寸法および第二立上板部25bの左右幅寸法は、ともに基板部11の左右幅寸法と同等である。つまり、第一実施形態の第一立上板部12aと第二立上板部12bは正面視で左右にオフセットして配置されていたが、本実施形態の第一立上板部25aと第二立上板部25bは正面視で重なった位置に配置されている。
The mounting member 10 d is placed on a support 4 that projects from the structural frame 2 toward the building exterior (the exterior material 3 side). The mounting member 10 d includes a substrate portion 24 and a rising plate portion 25. The support 4 and the substrate unit 24 have the same configuration as in the first embodiment.
The rising plate portion 25 is composed of two plate members (a first rising plate portion 25 a and a second rising plate portion 25 b) erected on the substrate portion 24. The first rising plate 25a and the second rising plate 25b have the same shape and the same size. The first rising plate 25 a rises from the outer end of the substrate 24. The second rising plate portion 25 b is located on the inner side of the building than the first rising plate portion 25 a. The distance between the outer surface of the second rising plate 25b and the inner surface of the first rising plate 25a is determined by the thickness of the hanging plate 45 of the connecting member 30d and the two sliding members (not shown). And the thickness dimension of. That is, the hanging plate portion 45 is inserted between the first rising plate portion 25a and the second rising plate portion 25b. The first rising plate portion 25 a is disposed outside the building with the hanging plate portion 45, and the second rising plate portion 25 b is disposed inside the building with the hanging plate portion 45.
A sliding member (not shown) is interposed between the hanging plate portion 45 and the first rising plate portion 25a, and a sliding member (not shown) is interposed between the hanging plate portion 45 and the second rising plate portion 25b. ) Is interposed. The inner surface of the first rising plate 25a is in surface contact with the outer surface of the depending plate 45 via the sliding member, and the outer surface of the second rising plate 25b and the inner surface of the depending plate 45 are It will be in surface contact via the sliding material. Thus, the rising plate 25 and the hanging plate 45 are engaged.
The left-right width dimension of the first rising plate portion 25 a and the left-right width dimension of the second rising plate portion 25 b are both equal to the left-right width dimension of the substrate portion 11. That is, although the first rising plate portion 12a and the second rising plate portion 12b of the first embodiment are arranged to be offset to the left and right in the front view, the first rising plate portion 25a and the second rising plate portion 12b of the first embodiment The second rising plate portion 25 b is disposed at a position where it overlaps in a front view.

取付部材10dの左右方向端部のうち、左右一対の取付部材10d,10dの外側となる端部には、外装材3が左右方向に移動するのを防止するための係止板部14aが設けられている。係止板部14aは、立上板部25と交差する方向(本実施形態では、直交方向)に沿って広がっている。係止板部14aは、縦長の長方形形状を呈しており、垂下板部45の端部を覆うように設けられている。係止板部14aが、垂下板部45の端面(小口面)に当接させることで、垂下板部45の移動を抑制させて、外装材3がずれるのを防止している。
以上のような第三乃至第五実施形態に係る外装材取付構造1b,1c,1dにおいても、第一実施形態と同等の作用効果を得ることができる。
Of the left and right end portions of the mounting member 10d, at the end portions on the outer side of the left and right mounting members 10d and 10d, a locking plate portion 14a for preventing the exterior material 3 from moving in the left and right direction is provided. It is done. The locking plate portion 14 a extends along a direction (in the present embodiment, an orthogonal direction) intersecting the rising plate portion 25. The locking plate portion 14 a has a vertically-long rectangular shape, and is provided so as to cover an end portion of the hanging plate portion 45. The locking plate portion 14a abuts on the end face (small end face) of the hanging plate portion 45, thereby suppressing the movement of the hanging plate portion 45 and preventing the exterior material 3 from being displaced.
Also in the exterior material attachment structures 1b, 1c, and 1d according to the third to fifth embodiments as described above, the same function and effect as those of the first embodiment can be obtained.

(第六実施形態)
図10乃至図12に示すように、第六実施形態に係る外装材取付構造101は、構造躯体2に固定された取付部材110と、下側の外装材3aに固定された第一接続部材120と、上側の外装材3bに固定された第二接続部材130とを備えている。第一接続部材120は、取付部材110に係止され、第二接続部材130は、第一接続部材120に係止される。第一接続部材120は、下側の外装材3aの背面上端部の左右両端部にそれぞれ設けられている。第二接続部材130は、上側の外装材3bの背面下端部の左右両端部にそれぞれ設けられている。取付部材10は、左右一対の第一接続部材120,120に対応する位置にそれぞれ設けられている。
Sixth Embodiment
As shown in FIGS. 10 to 12, the exterior material attachment structure 101 according to the sixth embodiment includes an attachment member 110 fixed to the structural housing 2 and a first connection member 120 secured to the lower exterior material 3 a. And the second connection member 130 fixed to the upper exterior material 3 b. The first connection member 120 is locked to the mounting member 110, and the second connection member 130 is locked to the first connection member 120. The first connection members 120 are respectively provided at the left and right end portions of the upper end portion of the rear surface of the lower exterior material 3a. The second connection members 130 are respectively provided at the left and right end portions of the lower end portion of the back surface of the upper exterior member 3 b. The mounting members 10 are provided at positions corresponding to the pair of left and right first connection members 120, 120.

取付部材110は、支持台4上に載置される。支持台4は、第一実施形態と同じ構成である。取付部材110は、基板部111と棒状係止部112とを備えている。
基板部111は、矩形形状の板材であって、支持台4の受け板4b上に溶接されている。棒状係止部112は、基板部111に立設されており、円柱形状を呈している。棒状係止部112は、第一接続部材120に形成された係止孔123に挿通される。
The mounting member 110 is placed on the support 4. The support 4 has the same configuration as that of the first embodiment. The mounting member 110 includes a substrate portion 111 and a rod-like locking portion 112.
The substrate portion 111 is a rectangular plate and is welded onto the receiving plate 4 b of the support 4. The rod-like locking portion 112 is provided upright on the substrate portion 111 and has a cylindrical shape. The rod-like locking portion 112 is inserted into the locking hole 123 formed in the first connection member 120.

第一接続部材120は、外装材3aに作用する外部荷重を構造躯体2に伝達する荷重受け部材である。第一接続部材120は、第一張出板部121と立上板部122とを備えている。
第一張出板部121は、外装材3aの背面から構造躯体2側(建物内側)に向かって張り出す部分であって、水平方向に広がっている。第一張出板部121は、平面視で矩形形状を呈している。第一張出板部121は、埋設部121aと、突出部121bとを備えている。埋設部121aは、外装材3aに埋設される部分である。埋設部121aには、上下方向に延在する異形鉄筋5が貫通している。異形鉄筋5は、埋設部121aとともに外装材3aに埋設されている。
突出部121bは、外装材3の背面から突出する部分であって、背面に直交している。突出部121bは、取付部材110の基板部111上に載置される。突出部121bには、係止孔(孔部)123が形成されている。係止孔123は、棒状係止部112の外径と同等の内径を備えている。係止孔123には、棒状係止部112が挿通される。これによって、第一接続部材120が取付部材110に係合されて、外装材3aの横方向への移動が抑制される。
立上板部122は、第一張出板部121に立設された板材である。立上板部122は、第一張出板部121の表面に対して直交し、第一張出板部121の表面に溶接されている。立上板部122は、突出部121bの基端部に設けられており、外装材3aの背面に当接して配置されている。立上板部122は、外装材3aの上端よりも上方に延在している。図10および図11に示すように、立上板部122の上端部は、第二接続部材130の垂下板部132と重なる高さまで延出する。また、立上板部122の上端部は、垂下板部132と外装材3bとの間に挿入される。
The first connection member 120 is a load receiving member for transmitting an external load acting on the exterior material 3 a to the structural housing 2. The first connection member 120 includes a first projecting plate portion 121 and a rising plate portion 122.
The first overhanging plate portion 121 is a portion projecting from the back surface of the exterior material 3 a toward the structural housing 2 (inside of the building), and extends in the horizontal direction. The first overhang plate portion 121 has a rectangular shape in a plan view. The first overhang plate portion 121 includes a buried portion 121 a and a protruding portion 121 b. The buried portion 121a is a portion to be buried in the exterior material 3a. The deformed rebar 5 extending in the vertical direction penetrates through the buried portion 121a. The deformed rebar 5 is embedded in the exterior material 3a together with the embedded portion 121a.
The projecting portion 121 b is a portion projecting from the back surface of the exterior material 3 and is orthogonal to the back surface. The protruding portion 121 b is placed on the substrate portion 111 of the mounting member 110. A locking hole (a hole) 123 is formed in the projecting portion 121 b. The locking hole 123 has an inner diameter equal to the outer diameter of the rod-shaped locking portion 112. The rod-like locking portion 112 is inserted into the locking hole 123. As a result, the first connection member 120 is engaged with the mounting member 110, and the lateral movement of the exterior material 3a is suppressed.
The rising plate portion 122 is a plate member standing on the first projecting plate portion 121. The rising plate portion 122 is orthogonal to the surface of the first overhanging plate portion 121 and is welded to the surface of the first overhanging plate portion 121. The rising plate portion 122 is provided at the proximal end portion of the protruding portion 121b, and is disposed in contact with the back surface of the exterior material 3a. The rising plate portion 122 extends above the upper end of the exterior material 3a. As shown in FIGS. 10 and 11, the upper end portion of the rising plate portion 122 extends to a height overlapping the hanging plate portion 132 of the second connection member 130. Further, the upper end portion of the rising plate portion 122 is inserted between the hanging plate portion 132 and the exterior material 3 b.

第二接続部材130は、第二張出板部131と垂下板部132とを備えている。第二張出板部131は、外装材3bの背面から構造躯体2側(建物内側)に向かって張り出す部分であって、水平方向に広がっている。第二張出板部131は、埋設部131aと、突出部131bとを備えている。埋設部131aは、外装材3bに埋設される部分である。埋設部131aには、上下方向に延在する異形鉄筋5が貫通して固定されている。異形鉄筋5は、埋設部131aとともに外装材3bに埋設されている。突出部131bは、外装材3bの背面から突出する部分であって、背面に直交して突出している。
垂下板部132は、第二張出板部131の先端部(突出部131bの先端部)から下方に延在していて、第二張出板部131に対して直交している。第二接続部材130は、側面視L字状を呈している。垂下板部132は、建物内側から見て矩形形状を呈している。垂下板部132の外側表面と、外装材3bの背面との離間距離は、第一接続部材120の立上板部122の厚さ寸法と略同等である。立上板部122は、垂下板部132よりも建物外側(外装材3b側)に配置され、外装材3bは、垂下板部132よりも建物外側(外装材3b側)に配置されることとなる。そして、立上板部122の内側表面と垂下板部132の外側表面とが面接触するとともに、立上板部122の外側表面と外装材3bの背面とが面接触することとなる。これによって、立上板部122が、垂下板部132および外装材3bと係合される。
The second connection member 130 includes a second overhanging plate portion 131 and a drooping plate portion 132. The second overhanging plate portion 131 is a portion projecting from the back surface of the exterior material 3 b toward the structural frame 2 (inside of the building) and extends in the horizontal direction. The second overhanging plate portion 131 includes a buried portion 131a and a projecting portion 131b. The buried portion 131a is a portion to be buried in the exterior material 3b. The deformed rebar 5 extending in the up-down direction is penetrated and fixed to the buried portion 131a. The deformed rebar 5 is embedded in the exterior material 3b together with the embedded portion 131a. The protruding portion 131 b is a portion protruding from the back surface of the exterior material 3 b and protrudes orthogonal to the back surface.
The hanging plate portion 132 extends downward from the tip end portion (the tip portion of the projecting portion 131 b) of the second overhanging plate portion 131 and is orthogonal to the second overhanging plate portion 131. The second connection member 130 is L-shaped in a side view. The hanging plate portion 132 has a rectangular shape when viewed from the inside of the building. The separation distance between the outer surface of the hanging plate portion 132 and the back surface of the exterior material 3 b is substantially equal to the thickness dimension of the rising plate portion 122 of the first connection member 120. The rising plate portion 122 is disposed on the building outer side (the exterior material 3b side) than the hanging plate portion 132, and the exterior material 3b is disposed on the building outer side (the facing material 3b side) than the hanging plate portion 132. Become. Then, the inner surface of the rising plate 122 and the outer surface of the depending plate 132 come into surface contact, and the outer surface of the rising plate 122 and the back of the exterior material 3 b come into surface contact. As a result, the rising plate portion 122 is engaged with the hanging plate portion 132 and the exterior material 3b.

第二接続部材130の左右方向端部には、係止板部134が設けられている。係止板部134は、外装材3の左右一対に設けられた第二接続部材130,130の外側となる端部に設けられている。係止板部134は、垂下板部132と交差する方向(本実施形態では、直交方向)に沿って配置されている。係止板部134は、直角三角形形状を呈している。係止板部134の互いに直交する二辺部は、第二張出板部131と垂下板部132にそれぞれ溶接されている。係止板部134は、立上板部122の端部を覆うように設けられている。係止板部134を、立上板部122の端面(小口面)に当接させることで、立上板部122の移動を抑制させる。   A locking plate portion 134 is provided at the left and right direction end of the second connection member 130. The locking plate portion 134 is provided at the outer end of the second connection members 130 and 130 provided on the left and right of the exterior material 3. The locking plate portion 134 is disposed along a direction (in the present embodiment, an orthogonal direction) intersecting the hanging plate portion 132. The locking plate portion 134 has a right triangle shape. The two side portions orthogonal to each other of the locking plate portion 134 are respectively welded to the second overhanging plate portion 131 and the hanging plate portion 132. The locking plate portion 134 is provided to cover the end of the rising plate portion 122. By bringing the locking plate portion 134 into contact with the end face (small end face) of the rising plate portion 122, the movement of the rising plate portion 122 is suppressed.

以上のような構成の外装材取付構造101によれば、外装材3bが負圧力(外装材を外側に引っ張る力)を受けた場合には、外装材3bに作用する外部荷重は、第二接続部材130の垂下板部132から第一接続部材120の立上板部122へと面を介して伝達されて、その後、第一接続部材120の第一張出板部121から取付部材110を介して構造躯体2に伝達される。一方、外装材3bが正圧力(外装材を内側に押す力)を受けた場合には、外装材3bに作用する外部荷重は、外装材3bの背面から第一接続部材120の立上板部122へと面を介して伝達されて、その後、第一接続部材120の第一張出板部121から取付部材110を介して構造躯体2に伝達される。これによって、外部荷重を分散して伝達することができる。さらに、第二接続部材130の垂下板部132や外装材3bの背面が、第一接続部材120の立上板部122を押圧することで、外部荷重を伝達しているので、連結ボルトなどの締結部材を省略することができるとともに、連結材数を低減できる。
また、外装材3a,3bを設置するに際しては、外装材3a,3bを垂直に吊り下ろすだけで済むので、締結部材の締付け工程が不要となる。したがって、施工が容易になり、施工手間と施工時間を低減することができる。
さらに、本実施形態では、第一接続部材120の立上板部122が、第二接続部材130の係止板部134に係止されているので、外装材3bを横方向に移動させようとする力が作用した場合でも、上側の外装材3bが下側の外装材3aに対して横方向にずれるのを防止できる。
According to the exterior material attachment structure 101 configured as described above, when the exterior material 3b receives a negative pressure (a force that pulls the exterior material outward), the external load acting on the exterior material 3b is a second connection. It is transmitted through the surface from the hanging plate portion 132 of the member 130 to the rising plate portion 122 of the first connection member 120, and then from the first overhanging plate portion 121 of the first connection member 120 via the mounting member 110. Is transmitted to the structural housing 2. On the other hand, when the exterior material 3b receives a positive pressure (a force that pushes the exterior material inward), the external load acting on the exterior material 3b is the rising plate portion of the first connection member 120 from the back surface of the exterior material 3b. The light is transmitted to the surface 122 via the surface, and then transmitted from the first overhanging plate portion 121 of the first connection member 120 to the structural housing 2 via the mounting member 110. This enables the external load to be distributed and transmitted. Furthermore, since the drooping plate portion 132 of the second connection member 130 and the back surface of the exterior material 3b transmit the external load by pressing the rising plate portion 122 of the first connection member 120, such as a connection bolt While being able to omit a fastening member, the number of connection members can be reduced.
In addition, when installing the exterior members 3a and 3b, it is only necessary to vertically suspend the exterior members 3a and 3b, so that the process of tightening the fastening members becomes unnecessary. Therefore, construction becomes easy, and construction time and construction time can be reduced.
Furthermore, in the present embodiment, since the rising plate portion 122 of the first connection member 120 is locked to the locking plate portion 134 of the second connection member 130, the exterior material 3b may be moved in the lateral direction. Even when a force is applied, the upper exterior material 3b can be prevented from being laterally displaced with respect to the lower exterior material 3a.

以上、本発明を実施するための形態について説明したが、本発明は前記実施の形態に限定する趣旨ではなく、本発明の趣旨を逸脱しない範囲で適宜設計変更が可能である。たとえば、前記実施形態では、外装材3は、プレキャストコンクリート製であるが、これに限定されるものではなく、予め成形されているプレキャスト製のものであればよい。外装材3は、例えばステンレス製の板材などからなる外壁材であってもよい。
また、上記実施形態では、構造躯体に固定される取付部材を構成する基板部の一方端部には係止板部が設けられたが、外装材に固定された接続部材の一方端部が係止できれば、係止板部に代えて突起部であっても良い。取付部材は、構造躯体の鉄骨材に溶接によって固定したが、コンクリート躯体中にアンカーボルト等で固定しても良い。
As mentioned above, although the form for implementing this invention was demonstrated, this invention is not the meaning limited to the said embodiment, A design change is suitably possible in the range which does not deviate from the meaning of this invention. For example, in the said embodiment, although the exterior material 3 is products made from precast concrete, it is not limited to this, What is necessary is just a thing made from the precast shape | molded previously. The exterior material 3 may be an outer wall material made of, for example, a plate material made of stainless steel.
Moreover, in the said embodiment, although the latching board part was provided in the one end part of the board | substrate part which comprises the attachment member fixed to a structural frame, the one end part of the connection member fixed to the exterior material If it can stop, it may replace with a latching board part and may be a projection part. The mounting member is fixed to the steel aggregate of the structural frame by welding, but may be fixed to the concrete frame by an anchor bolt or the like.

1 外装材取付構造 2 構造躯体 3 外装材
10 取付部材 11 基板部
12 立上板部 12a 第一立上板部 12b 第二立上板部
14 係止板部 30 接続部材 31 張出板部
32 垂下板部
101 外装材取付構造
110 取付部材 111 基板部 112 棒状係止部
120 第一接続部材 121 第一張出板部 122 立上板部
130 第二接続部材 131 第二張出板部 132 垂下板部
134 係止板部
1 Exterior material mounting structure 2 Structural frame 3 Exterior material 10 Mounting member 11 Substrate portion
12 rising plate portion 12a first rising plate portion 12b second rising plate portion 14 locking plate portion 30 connecting member 31 overhanging plate portion 32 hanging plate portion 101 exterior material mounting structure 110 mounting member 111 substrate portion 112 bar-shaped engagement member Stop portion 120 first connection member 121 first extension plate portion 122 rising plate portion 130 second connection member 131 second extension plate portion 132 hanging plate portion 134 locking plate portion

Claims (4)

プレキャスト製の外装材を建物の構造躯体に取り付けるための外装材取付構造であって、
前記構造躯体に固定された取付部材と、前記外装材の裏面に固定された左右一対の接続部材とを備え、
前記取付部材は、前記構造躯体に固定される基板部と、前記基板部に立設された立上板部とを有し、
前記接続部材は、前記外装材の背面から張り出す張出板部と、前記張出板部から下方に延在する垂下板部とを有しており、
前記立上板部は、前記外装材側に配置される第一立上板部と、前記構造躯体側に配置される第二立上板部の2枚の板材からなり、
前記垂下板部の表裏両面に前記第一立上板部、及び前記第二立上板部がそれぞれ当接するように配置され、前記立上板部と前記垂下板部が係合されていることを特徴とする外装材取付構造。
An exterior material attachment structure for attaching a precast exterior material to a structural frame of a building,
And a pair of left and right connection members fixed to the back surface of the exterior material.
The mounting member includes a substrate portion fixed to the structural frame, and a rising plate portion erected on the substrate portion.
The connecting member has an overhanging plate portion projecting from the back surface of the exterior material, and a hanging plate portion extending downward from the overhanging plate portion.
The rising plate portion includes two plate members, a first rising plate portion disposed on the exterior material side and a second rising plate portion disposed on the structural frame side.
The first rising plate portion and the second rising plate portion are disposed in contact with both the front and back surfaces of the hanging plate portion , and the rising plate portion and the hanging plate portion are engaged. Exterior material attachment structure characterized by
前記左右一対の接続部材に対応する位置に設けられた前記取付部材を構成する前記基板部の其々の外側の端部には、前記立上板部と交差する方向に沿って係止板部が設けられており、
前記係止板部が前記外装材に固定された前記接続部材の前記垂下板部と係合することを特徴とする請求項1に記載の外装材取付構造。
At the respective outer end portions of the base plate portion constituting the mounting member provided at positions corresponding to the pair of left and right connecting members, a locking plate portion along a direction intersecting the rising plate portion Is provided,
The exterior material mounting structure according to claim 1, wherein the locking plate portion engages with the hanging plate portion of the connection member fixed to the exterior material.
プレキャスト製の外装材を建物の構造躯体に取り付けるための外装材取付構造であって、
前記構造躯体に固定された取付部材と、前記外装材に固定された接続部材とを備え、
前記取付部材は、前記構造躯体に固定される基板部と、前記基板部に立設され、上端縁から下方側に向けてスリットが形成された立上板部とを有し、
前記接続部材は、前記外装材の背面から張り出す張出部と、前記張出部の先端部に設けられた係止部とを有しており、
前記係止部は、前記外装材側に配置される第一係止部と、前記構造躯体側に配置される第二係止部の2枚の鍔状の板材からなり、
前記張出部が前記スリットに上方から挿入されるとともに、前記第一係止部と前記第二係止部との間に前記立上板部配置され、前記立上板部と前記係止部が係合されていることを特徴とする外装材取付構造。
An exterior material attachment structure for attaching a precast exterior material to a structural frame of a building,
And a connecting member fixed to the exterior member, and a mounting member fixed to the structure housing,
The mounting member has a substrate portion fixed to the structural frame, and a rising plate portion provided upright on the substrate portion and having a slit formed downward from the upper end edge ,
The connecting member has a protruding portion protruding from the back surface of the exterior material, and a locking portion provided at the tip of the protruding portion.
The locking portion includes two hook-shaped plate members, a first locking portion disposed on the exterior material side and a second locking portion disposed on the structural housing side.
The projecting portion is inserted into the slit from above, and the rising plate portion is disposed between the first locking portion and the second locking portion, and the rising plate portion and the locking portion An exterior material attachment structure characterized in that the parts are engaged.
上下に並んで取り付けられるプレキャスト製の外装材を建物の構造躯体に取り付けるための外装材取付構造であって、
前記構造躯体に固定された取付部材と、下側の前記外装材の裏面に固定された左右一対の第一接続部材と、上側の前記外装材の裏面に固定された左右一対の第二接続部材とを備え、
前記取付部材は、前記構造躯体に固定される基板部と、前記基板部に立設された棒状係止部とを有し、
前記第一接続部材は、下側の前記外装材の背面から張り出す第一張出板部と、前記第一張出板部から上方に延びる立上板部とを有しており、
前記第二接続部材は、前記外装材の背面から張り出す第二張出板部と、前記第二張出板部から下方に延びる垂下板部とを有しており、
前記棒状係止部は、前記第一張出板部に形成された孔部を貫通しており、
前記立上板部は、前記垂下板部よりも前記外装材側に配置され、前記立上板部と前記垂下板部が係合されており、
前記左右一対の前記第二張出板部の其々の外側の端部には、前記垂下板部と交差する方向に沿って係止板部が設けられており、前記係止板部が前記立上板部の端部を覆うように設けられていることを特徴とする外装材取付構造。
An exterior material attachment structure for attaching a precast exterior material to be attached side by side to a structural frame of a building,
A mounting member fixed to the structural frame, a pair of left and right first connection members fixed to the back surface of the lower exterior material , and a pair of left and right second connection members fixed to the back surface of the upper exterior material Equipped with
The mounting member has a base portion fixed to the structural frame, and a rod-like locking portion provided upright on the base portion.
The first connection member includes a first projecting plate portion projecting from a back surface of the lower exterior material and a rising plate portion extending upward from the first projecting plate portion .
The second connection member has a second projecting plate portion projecting from the back surface of the exterior material, and a hanging plate portion extending downward from the second projecting plate portion.
The rod-shaped locking portion passes through a hole formed in the first projecting plate portion,
The standing upper portion, than the hanging plate portion disposed on the outer member side, the hanging plate portion and the standing upper portion is engaged,
A locking plate is provided at the outer end of each of the pair of left and right second projecting plates along a direction intersecting the hanging plate, and the locking plate is formed by the locking plate. An exterior material attachment structure provided so as to cover an end portion of the rising plate portion .
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