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JP4247479B2 - RC wall mounting structure of steel structure building - Google Patents
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JP4247479B2 - RC wall mounting structure of steel structure building - Google Patents

RC wall mounting structure of steel structure building Download PDF

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JP4247479B2
JP4247479B2 JP2004029378A JP2004029378A JP4247479B2 JP 4247479 B2 JP4247479 B2 JP 4247479B2 JP 2004029378 A JP2004029378 A JP 2004029378A JP 2004029378 A JP2004029378 A JP 2004029378A JP 4247479 B2 JP4247479 B2 JP 4247479B2
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wall
steel frame
steel
mounting structure
building
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JP2005220607A (en
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英温 丑場
恒幸 酒井
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Shimizu Corp
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Description

本発明は、鉄骨造建物のRC壁取付構造に関し、特に鉄骨造建物の1階部分での在来RC壁の取付構造に関するものである。   The present invention relates to an RC wall mounting structure for a steel building, and more particularly to a conventional RC wall mounting structure on the first floor of a steel building.

従来、カーテンウォールを簡単かつ安価に取り付ける目的としたカーテンウォールの取付構造が知られている。具体的には、カーテンウォールの上部または下部のいずれか一方側をスラブに対して一体に固定するとともに、他方側を梁に対してファスナーを介してロッキング可能かつスウェイ可能な状態で連結している(例えば、特許文献1参照)。   2. Description of the Related Art Conventionally, a curtain wall mounting structure for the purpose of easily and inexpensively mounting a curtain wall is known. Specifically, either one of the upper or lower part of the curtain wall is integrally fixed to the slab, and the other side is connected to the beam in a lockable and swayable state via a fastener. (For example, refer to Patent Document 1).

ところで、鉄骨造建物において、その外壁には1/100程度の変形追従能力が構造的に要求される。このため、規格化された乾式の外壁としてPC(プレキャストコンクリート)板、ALC(軽量気泡コンクリート)板、押出成形セメント板あるいは金属系壁板などが用いられ、上記特許文献1のように変形追従性を備えた取付構成が採用される。   By the way, in a steel structure building, a deformation follow-up ability of about 1/100 is structurally required for its outer wall. For this reason, PC (precast concrete) board, ALC (lightweight cellular concrete) board, extrusion-molded cement board, metal-type wall board, etc. are used as the standardized dry outer wall. The mounting structure provided with is adopted.

特開2003−119941号公報Japanese Patent Laid-Open No. 2003-119951

しかしながら、商業建築の場合、上記乾式の外壁では、1階部分の建物の顔となる部分に目地が多く出る、あるいは仕上げの自由度の確保が難しいなどの問題がある。これは、1階部分が通常基準階と異なって敷地形状やアプローチなどの特殊条件があることによる。また、外壁面に仕上げ上石やタイルが要求される場合は、部分的に在来RC壁を用いて柱・梁と縁切りをする、あるいは1階を全面的にSRC造(2階梁をSRC造)とすることが考えられる。いずれにしても、在来RC壁を用いるときには、鉄骨躯体に対する変形追従性、および仕上げの自由度の両立が要求される。   However, in the case of a commercial building, the dry outer wall has problems such as many joints appearing on the face of the building on the first floor or it is difficult to ensure the degree of freedom of finishing. This is because the first floor part is different from the standard floor and has special conditions such as site shape and approach. If finishing stones and tiles are required on the outer wall, partially cut off the columns and beams using conventional RC walls, or the entire first floor is SRC (two-level beams are SRC). Structure). In any case, when using a conventional RC wall, it is required to satisfy both the deformation followability with respect to the steel frame and the degree of freedom of finishing.

本発明は、上記実情に鑑みて、鉄骨造建物において鉄骨躯体に対する変形追従性、および仕上げの自由度を両立することができる鉄骨造建物のRC壁取付構造を提供することを目的とする。   In view of the above circumstances, an object of the present invention is to provide an RC wall mounting structure for a steel building that can achieve both deformation followability to the steel frame and a degree of freedom of finishing in the steel building.

上記の目的を達成するために、本発明の請求項1に係る鉄骨造建物のRC壁取付構造は、鉄骨躯体に対して水平方向に変位可能に上部を連結し、前記鉄骨躯体の基礎に下端を固定してなる第1のRC壁と、鉄骨躯体に対して上部を吊り下げて固定し、前記鉄骨躯体に対して水平方向に変位可能に下部を連結して前記鉄骨躯体の基礎と下端との間に隙間部を設けてなる第2のRC壁とを備え、前記鉄骨躯体の隅部を境にして前記第1のRC壁と前記第2のRC壁とを各々独立して設けたことを特徴とする。 In order to achieve the above object, an RC wall mounting structure for a steel structure building according to claim 1 of the present invention has an upper portion that is displaceable in a horizontal direction with respect to the steel frame, and a lower end on the foundation of the steel frame. The first RC wall is fixed to the steel frame, and the upper part is suspended and fixed to the steel frame, and the lower part is connected to the steel frame so as to be horizontally displaceable. A second RC wall provided with a gap between them, and the first RC wall and the second RC wall are provided independently with a corner of the steel frame as a boundary. It is characterized by.

本発明に係る鉄骨造建物のRC壁取付構造は、RC壁の上部を鉄骨躯体に対して水平方向に変位可能に連結し、RC壁の下端を鉄骨躯体の基礎に固定したことにより、鉄骨躯体に対する変形追従性をRC壁に備えることができる。これにより、敷地形状やアプローチなどの特殊条件によって通常基準階と異なる1階部分について好適な材料である在来のRC壁を用いることができる。この結果、鉄骨躯体に対する変形追従性、および仕上げの自由度を両立することができ、在来RC壁による減額効果および工程短縮効果をも得ることができる。   The RC wall mounting structure for a steel structure building according to the present invention connects the upper part of the RC wall so as to be horizontally displaceable with respect to the steel frame, and fixes the lower end of the RC wall to the foundation of the steel frame. The RC wall can be provided with a deformation followability with respect to. Thereby, the conventional RC wall which is a suitable material can be used about the 1st floor part different from a normal reference floor by special conditions, such as site shape and an approach. As a result, it is possible to achieve both the deformation followability with respect to the steel frame and the degree of freedom of finishing, and it is also possible to obtain a reduction effect and a process shortening effect by the conventional RC wall.

本発明に係る鉄骨造建物のRC壁取付構造は、RC壁の上部を鉄骨躯体に対して吊り下げて固定し、前記RC壁の下部を前記鉄骨躯体に対して水平方向に変位可能に連結して前記鉄骨躯体の基礎と前記RC壁の下端との間に隙間部を設けたことにより、鉄骨躯体に対する変形追従性をRC壁に備えることができる。これにより、敷地形状やアプローチなどの特殊条件によって通常基準階と異なる1階部分について好適な材料である在来のRC壁を用いることができる。この結果、鉄骨躯体に対する変形追従性、および仕上げの自由度を両立することができ、在来RC壁による減額効果および工程短縮効果をも得ることができる。   In the RC wall mounting structure for a steel structure building according to the present invention, the upper part of the RC wall is suspended and fixed to the steel frame, and the lower part of the RC wall is connected to the steel frame so as to be displaceable in the horizontal direction. Thus, by providing a gap between the foundation of the steel frame and the lower end of the RC wall, it is possible to provide the RC wall with a deformation followability to the steel frame. Thereby, the conventional RC wall which is a suitable material can be used about the 1st floor part different from a normal reference floor by special conditions, such as site shape and an approach. As a result, it is possible to achieve both the deformation followability with respect to the steel frame and the degree of freedom of finishing, and it is also possible to obtain a reduction effect and a process shortening effect by the conventional RC wall.

また、鉄骨躯体の隅部を境にして上述したRC壁を各々独立して設けたことにより、鉄骨躯体に対して3次元的に変形追従性を確保することができる。   In addition, by providing the RC walls described above independently at the corners of the steel frame, it is possible to ensure three-dimensional deformation followability with respect to the steel frame.

以下に添付図面を参照して、本発明に係る鉄骨造建物のRC壁取付構造の好適な実施例を詳細に説明する。なお、この実施例によりこの発明が限定されるものではない。   Exemplary embodiments of an RC wall mounting structure for a steel building according to the present invention will be described below in detail with reference to the accompanying drawings. Note that the present invention is not limited to the embodiments.

図1は本発明に係る鉄骨造建物のRC壁取付構造の実施例1を示す側断面図、図2は本発明に係る鉄骨造建物のRC壁取付構造の実施例1を示す正面図、図3は本発明に係る鉄骨造建物のRC壁取付構造の実施例1を示す平面断図、図4は本発明に係る鉄骨造建物のRC壁取付構造の実施例1を示す側面拡大断面図、図5は本発明に係る鉄骨造建物のRC壁取付構造の実施例1を示す背面拡大断面図、図6は本発明に係る鉄骨造建物のRC壁取付構造の実施例1を示す底面拡大断面図である。   FIG. 1 is a side sectional view showing a first embodiment of an RC wall mounting structure for a steel building according to the present invention. FIG. 2 is a front view showing a first embodiment of an RC wall mounting structure for a steel building according to the present invention. 3 is a plan sectional view showing the first embodiment of the RC wall mounting structure for a steel building according to the present invention, and FIG. 4 is an enlarged side sectional view showing the first embodiment of the RC wall mounting structure for a steel building according to the present invention. FIG. 5 is a rear enlarged sectional view showing a first example of the RC wall mounting structure for a steel building according to the present invention. FIG. 6 is an enlarged bottom sectional view showing the first example of the RC wall mounting structure for a steel building according to the present invention. FIG.

図1〜図3に示すRC壁1は、在来のRC壁であって、建物の1階部分で立上り壁として構成してある。このRC壁1は、上部を鉄骨躯体2に対して水平方向(RC壁1の壁面に沿う方向)に変位可能に連結部材3を介して連結し、下端を鉄骨躯体2の基礎4に固定することにより、上部を水平方向に変位可能にして鉄骨躯体2に対する変位追従性を確保してある。連結部材3は、鉄骨躯体2の梁2A側と、RC壁1の屋内側(背面側)との間に設けてある。なお、図1〜図3において一点鎖線で示す部分は、鉄骨躯体2を構成する柱2Bであり、当該柱2Bに梁2Aが固定してある。   The RC wall 1 shown in FIGS. 1 to 3 is a conventional RC wall, and is configured as a rising wall in the first floor portion of the building. The RC wall 1 is connected to the steel frame 2 via a connecting member 3 so that the upper part can be displaced in the horizontal direction (the direction along the wall surface of the RC wall 1), and the lower end is fixed to the foundation 4 of the steel frame 2. Thus, the upper part can be displaced in the horizontal direction to ensure displacement followability with respect to the steel frame 2. The connecting member 3 is provided between the beam 2A side of the steel frame 2 and the indoor side (back side) of the RC wall 1. In addition, the part shown with a dashed-dotted line in FIGS. 1-3 is the pillar 2B which comprises the steel frame 2, and the beam 2A is being fixed to the said pillar 2B.

図4に示すように連結部材3は、側面視で断面略L字状をなしている。そして、連結部材3は、図4〜図6に示すように水平な形態の水平片3Aを鉄骨躯体2の梁2A側に取り付けてあり、垂直な形態の垂直片3BをRC壁1の屋内側(背面側)の壁面に取り付けてある。   As shown in FIG. 4, the connecting member 3 has a substantially L-shaped cross section in a side view. As shown in FIGS. 4 to 6, the connecting member 3 has a horizontal piece 3 </ b> A attached to the beam 2 </ b> A side of the steel frame 2, and the vertical piece 3 </ b> B on the indoor side of the RC wall 1. It is attached to the wall (on the back side).

連結部材3の水平片3Aの取り付けに関し、梁2Aの下側には、固定板5を設けてある。固定板5は、梁2Aの下面に垂下して溶接された各支持板6の下端に水平な形態で溶接して固定してある。水平片3Aは、上記固定板5に取り付けてある。具体的に、固定板5には、RC壁1の壁面方向に沿う長手形状の長穴5aを設けてある。長穴5aは、固定板5に対して自身の長手方向に沿って2箇所に穿設してある。一方、水平片3Aには、長穴5aに直交する方向(すなわちRC壁1の厚さ方向)に長手形状の長穴3Aaを設けてある。長穴3Aaは、水平片3Aに対して自身の長手方向に沿って2箇所に穿設してある。   Regarding the attachment of the horizontal piece 3A of the connecting member 3, a fixing plate 5 is provided on the lower side of the beam 2A. The fixed plate 5 is welded and fixed in a horizontal form to the lower end of each support plate 6 that is suspended and welded to the lower surface of the beam 2A. The horizontal piece 3A is attached to the fixed plate 5. Specifically, the fixing plate 5 is provided with a long hole 5 a having a longitudinal shape along the wall surface direction of the RC wall 1. The long holes 5a are formed in two places along the longitudinal direction of the fixing plate 5 along the long holes 5a. On the other hand, the horizontal piece 3A is provided with a long hole 3Aa having a longitudinal shape in a direction orthogonal to the long hole 5a (that is, the thickness direction of the RC wall 1). The elongated holes 3Aa are formed in two places along the longitudinal direction of the horizontal piece 3A.

そして、水平片3Aを固定板5に取り付ける際、水平片3Aの各長穴3Aaと固定板5の各長穴5aとをそれぞれ略十字状になるように水平片3Aを固定板5に重ね合わせ、これら水平片3Aと固定板5とを一対の座金7で挟むようにしてボルト8aおよびナット8bで締め付け固定する。これにより、連結部材3が、鉄骨躯体2の梁2Aに対して水平片3AをRC壁1の壁面方向および厚さ方向である水平方向に変位可能に取り付けられる。   Then, when the horizontal piece 3A is attached to the fixing plate 5, the horizontal piece 3A is superimposed on the fixing plate 5 so that each elongated hole 3Aa of the horizontal piece 3A and each elongated hole 5a of the fixing plate 5 are substantially cross-shaped. The horizontal piece 3A and the fixing plate 5 are clamped and fixed with bolts 8a and nuts 8b so as to be sandwiched between a pair of washers 7. Accordingly, the connecting member 3 is attached to the beam 2A of the steel frame 2 so that the horizontal piece 3A can be displaced in the horizontal direction that is the wall surface direction and the thickness direction of the RC wall 1.

連結部材3の垂直片3Bの取り付けに関し、RC壁1には、屋内側(背面側)に延出するアンカーボルト10を設けてある。垂直片3Bは、上記アンカーボルト10を介してRC壁1に取り付けてある。具体的に、アンカーボルト10は、略L字状に屈曲した屈曲部10aをRC壁1の内部に埋設してあり、ボルト部10bをRC壁1の屋内側(背面側)の壁面から延出してある。一方、垂直片3Bには、アンカーボルト10のボルト部10bを遊挿する大形穴3Baを設けてある。本実施例における大形穴3Baは、図5に示すように略矩形状に形成してある。また、垂直片3BのRC壁1側に向く面には、アンカーボルト10のボルト部10bを貫通させる滑り板12を設けてある。   Regarding the attachment of the vertical piece 3B of the connecting member 3, the RC wall 1 is provided with an anchor bolt 10 extending to the indoor side (back side). The vertical piece 3B is attached to the RC wall 1 via the anchor bolt 10. Specifically, the anchor bolt 10 has a bent portion 10 a bent in a substantially L shape embedded in the RC wall 1, and the bolt portion 10 b extends from the wall surface on the indoor side (back side) of the RC wall 1. It is. On the other hand, the vertical piece 3B is provided with a large hole 3Ba into which the bolt portion 10b of the anchor bolt 10 is loosely inserted. The large hole 3Ba in this embodiment is formed in a substantially rectangular shape as shown in FIG. Moreover, the sliding plate 12 which penetrates the volt | bolt part 10b of the anchor bolt 10 is provided in the surface which faces the RC wall 1 side of the vertical piece 3B.

そして、垂直片3BをRC壁1に取り付ける際、滑り板12をRC壁1の壁面に重ね合わせる。このとき、垂直片3Bの大形穴3Baにアンカーボルト10のボルト部10bを遊挿させる。次いで、アンカーボルト10のボルト部10bを貫通させた支持座金13を垂直片3Bの面に重ね合わせる。この支持座金13は、RC壁1の壁面方向に沿う長手形状の長穴13aを設けてある。次いで、アンカーボルト10のボルト部10bを貫通させた座金14を支持座金13の面に重ね合わせる。次いで、アンカーボルト10のボルト部10bにナット10cを締め付けて垂直片3B、支持座金13および座金14を固定する。最後に、支持座金13を垂直片3Bに溶接して固定する。すなわち、アンカーボルト10のボルト部10bを遊挿している垂直片3Bの大形穴3Baが支持座金13の長穴13aに置き換えられることになる。これにより、RC壁1は、鉄骨躯体2の梁2Aに取り付けられた連結部材3の垂直片3Bに対して、自身の壁面方向である水平方向に変位可能に取り付けられる。   Then, when attaching the vertical piece 3 </ b> B to the RC wall 1, the sliding plate 12 is superimposed on the wall surface of the RC wall 1. At this time, the bolt portion 10b of the anchor bolt 10 is loosely inserted into the large hole 3Ba of the vertical piece 3B. Next, the support washer 13 that penetrates the bolt portion 10b of the anchor bolt 10 is overlaid on the surface of the vertical piece 3B. The support washer 13 is provided with a long hole 13 a having a longitudinal shape along the wall surface direction of the RC wall 1. Next, the washer 14 penetrating the bolt portion 10 b of the anchor bolt 10 is superposed on the surface of the support washer 13. Next, the nut 10c is fastened to the bolt portion 10b of the anchor bolt 10 to fix the vertical piece 3B, the support washer 13 and the washer 14. Finally, the support washer 13 is welded and fixed to the vertical piece 3B. That is, the large hole 3Ba of the vertical piece 3B in which the bolt portion 10b of the anchor bolt 10 is loosely inserted is replaced with the long hole 13a of the support washer 13. Thereby, the RC wall 1 is attached to the vertical piece 3B of the connecting member 3 attached to the beam 2A of the steel frame 2 so as to be displaceable in the horizontal direction that is the wall surface direction of itself.

なお、垂直片3BをRC壁1に取り付ける際、垂直片3Bに設けた滑り板12と、RC壁1の壁面とが適宜重ね合わないときは、水平片3Aを固定するナット8bを緩めて、水平片3Aを長穴3Aaの長手方向に沿って移動させることによって、滑り板12とRC壁1の壁面とを適宜重ね合うように位置調整することができる。また、垂直片3BをRC壁1に取り付ける際、垂直片3Bの大形穴3Baの略中央にアンカーボルト10のボルト部10bを遊挿させることができないときには、水平片3Aを固定するナット8bを緩めて、水平片3Aを長穴5aの長手方向に沿って移動させることによって、大形穴3Baの略中央にボルト部10bを遊挿させて、RC壁1の水平方向の変位が双方に均等になるように位置調整することができる。すなわち、水平片3Aを固定板5に取り付ける際にナット8bを仮締めして、垂直片3BをRC壁1に取り付ける際に、ナット10cを締め付けて垂直片3B、支持座金13および座金14を固定して、支持座金13を垂直片3Bに溶接する以前にナット8bを本締めすればよい。さらにまた、垂直片3Bの大形穴3Baは、ボルト部10bの上下方向の寸法誤差を吸収して当該ボルト部10bを遊挿することができる。   When the vertical piece 3B is attached to the RC wall 1, if the sliding plate 12 provided on the vertical piece 3B and the wall surface of the RC wall 1 do not overlap appropriately, the nut 8b for fixing the horizontal piece 3A is loosened to By moving the piece 3A along the longitudinal direction of the long hole 3Aa, the position of the sliding plate 12 and the wall surface of the RC wall 1 can be adjusted appropriately. Further, when the vertical piece 3B is attached to the RC wall 1, when the bolt portion 10b of the anchor bolt 10 cannot be loosely inserted into the approximate center of the large hole 3Ba of the vertical piece 3B, a nut 8b for fixing the horizontal piece 3A is provided. By loosening and moving the horizontal piece 3A along the longitudinal direction of the long hole 5a, the bolt part 10b is loosely inserted in the approximate center of the large hole 3Ba, and the horizontal displacement of the RC wall 1 is equal to both. The position can be adjusted to That is, when attaching the horizontal piece 3A to the fixing plate 5, the nut 8b is temporarily tightened, and when attaching the vertical piece 3B to the RC wall 1, the nut 10c is tightened to fix the vertical piece 3B, the support washer 13 and the washer 14. Then, the nut 8b may be finally tightened before the support washer 13 is welded to the vertical piece 3B. Furthermore, the large hole 3Ba of the vertical piece 3B can absorb a dimensional error in the vertical direction of the bolt part 10b and can be loosely inserted.

このように、RC壁1の上部を連結部材3を介して鉄骨躯体2に取り付けたことによって、鉄骨躯体2に対する変形追従性をRC壁1に備えることが可能になる。さらに、RC壁1の下端を鉄骨躯体2の基礎に固定したことによって、RC壁1の下端において、1階部分の建物の顔となる部分に目地が多く出ることがなく、また仕上げの自由度を確保することが可能になる。   In this way, by attaching the upper part of the RC wall 1 to the steel frame 2 via the connecting member 3, it becomes possible to provide the RC wall 1 with deformation followability to the steel frame 2. Furthermore, since the lower end of the RC wall 1 is fixed to the foundation of the steel frame 2, there is not much joint on the lower end of the RC wall 1 that becomes the face of the building on the first floor, and the degree of freedom in finishing Can be secured.

図7は本発明に係る鉄骨造建物のRC壁取付構造の実施例2を示す側断面図、図8は本発明に係る鉄骨造建物のRC壁取付構造の実施例2を示す正面図、図9は本発明に係る鉄骨造建物のRC壁取付構造の実施例2を示す平断面図、図10は本発明に係る鉄骨造建物のRC壁取付構造の実施例2を示す平面拡大断面図、図11は本発明に係る鉄骨造建物のRC壁取付構造の実施例2を示す側面拡大断面図、図12は本発明に係る鉄骨造建物のRC壁取付構造の実施例2を示す背面拡大断面図である。   7 is a side sectional view showing a second example of the RC wall mounting structure for a steel building according to the present invention. FIG. 8 is a front view showing a second example of the RC wall mounting structure for a steel building according to the present invention. 9 is a plan sectional view showing a second example of the RC wall mounting structure for a steel building according to the present invention; FIG. 10 is an enlarged plan sectional view showing a second example of the RC wall mounting structure for a steel building according to the present invention; FIG. 11 is an enlarged side sectional view showing a second example of the RC wall mounting structure for a steel building according to the present invention. FIG. 12 is an enlarged rear sectional view showing a second example of the RC wall mounting structure for a steel building according to the present invention. FIG.

図7〜図9に示すRC壁101は、在来のRC壁であって、建物の1階部分で垂れ壁として構成してある。このRC壁101は、上部を鉄骨躯体2に対して吊り下げて固定し、下部を鉄骨躯体2に対して水平方向(RC壁101の壁面に沿う方向)に変位可能に連結部材103を介して連結して、下端と鉄骨躯体2の基礎4との間に隙間部100を設けることにより、下部を水平方向に変位可能にして鉄骨躯体2に対する変位追従性を確保してある。連結部材103は、鉄骨躯体2の柱2B側と、RC壁101の屋内側(背面側)との間に設けてある。なお、本実施例において、柱2Bは、図8に示すように鉄骨躯体2を構成する梁2Aを固定する柱2Ba、および梁2Aと基礎4との間に設けた柱2Bbを含む。また、本実施例において、垂れ壁として構成したRC壁101は、建物の1階部分の玄関である開口部101aを有するものである。   The RC wall 101 shown in FIGS. 7 to 9 is a conventional RC wall, and is configured as a hanging wall in the first floor portion of the building. The RC wall 101 is fixed with the upper part suspended from the steel frame 2 and the lower part can be displaced in the horizontal direction (the direction along the wall surface of the RC wall 101) with respect to the steel frame 2 via the connecting member 103. By connecting and providing a gap 100 between the lower end and the foundation 4 of the steel frame 2, the lower part can be displaced in the horizontal direction to ensure displacement followability to the steel frame 2. The connecting member 103 is provided between the pillar 2B side of the steel frame 2 and the indoor side (back side) of the RC wall 101. In this embodiment, the column 2B includes a column 2Ba for fixing the beam 2A constituting the steel frame 2 and a column 2Bb provided between the beam 2A and the foundation 4 as shown in FIG. In this embodiment, the RC wall 101 configured as a hanging wall has an opening 101a that is the entrance of the first floor portion of the building.

図10に示すように連結部材103は、平面視で断面略L字状をなしている。そして、連結部材103は、図10〜図12に示すように垂直な形態の第1垂直片103AをRC壁101の屋内側(背面側)の壁面に取り付けてあり、垂直な形態の第2垂直片103Bを鉄骨躯体2の柱2B側に取り付けてある。なお、図10〜図12で示す連結部材103は、図8および図9で左側に示す鉄骨躯体2の隅部(出隅部)2Cをなす柱2Baに取り付ける構成を図示してある。 As shown in FIG. 10, the connecting member 103 has a substantially L-shaped cross section in plan view. As shown in FIGS. 10 to 12, the connecting member 103 has a vertical vertical first piece 103 </ b> A attached to the wall surface on the indoor side (back side) of the RC wall 101 , and the vertical vertical second vertical piece 103 </ b> A. The piece 103B is attached to the column 2B side of the steel frame 2. 10 to 12 illustrate a configuration in which the connecting member 103 is attached to the pillar 2Ba that forms the corner (protruding corner) 2C of the steel frame 2 shown on the left side in FIGS. 8 and 9.

連結部材103の第1垂直片103Aの取り付けに関し、RC壁101には、屋内側(背面側)に延出するアンカーボルト110を設けてある。第1垂直片103Aは、上記アンカーボルト110を介してRC壁101に取り付けてある。具体的に、アンカーボルト110は、略L字状に屈曲した屈曲部110aをRC壁101の内部に埋設してあり、ボルト部110bをRC壁101の屋内側(背面側)の壁面から延出してある。一方、第1垂直片103Aには、アンカーボルト110のボルト部110bを挿通する長穴103Aaを設けてある。長穴103Aaは、RC壁1の壁面方向に沿う長手形状に形成してある。また、第1垂直片103AのRC壁101側に向く面には、アンカーボルト110のボルト部110bを貫通させる滑り板112が設けてある。   Regarding the attachment of the first vertical piece 103A of the connecting member 103, the RC wall 101 is provided with an anchor bolt 110 extending to the indoor side (back side). The first vertical piece 103A is attached to the RC wall 101 via the anchor bolt 110. Specifically, the anchor bolt 110 has a bent portion 110a bent substantially in an L shape embedded in the RC wall 101, and the bolt portion 110b extends from the wall surface on the indoor side (back side) of the RC wall 101. It is. On the other hand, the first vertical piece 103A is provided with an elongated hole 103Aa through which the bolt portion 110b of the anchor bolt 110 is inserted. The long hole 103 </ b> Aa is formed in a longitudinal shape along the wall surface direction of the RC wall 1. Further, a sliding plate 112 that allows the bolt portion 110b of the anchor bolt 110 to pass through is provided on the surface of the first vertical piece 103A facing the RC wall 101 side.

そして、第1垂直片103AをRC壁101に取り付ける際、アンカーボルト110のボルト部110bを貫通させた滑り板112をRC壁101の壁面に重ね合わせる。次いで、アンカーボルト110のボルト部110bを貫通させた座金114を第1垂直片103Aの面に重ね合わせる。次いで、アンカーボルト110のボルト部110bにナット110cを締め付けて第1垂直片103Aおよび座金114を固定する。これにより、連結部材103が、RC壁101に対して第1垂直片103AをRC壁101の水平方向に変位可能に取り付けられる。 Then, when attaching the first vertical piece 103 </ b> A to the RC wall 101, the sliding plate 112 through which the bolt portion 110 b of the anchor bolt 110 passes is overlapped with the wall surface of the RC wall 101. Next, the washer 114 penetrating the bolt part 110b of the anchor bolt 110 is overlaid on the surface of the first vertical piece 103A. Next, the nut 110c is fastened to the bolt part 110b of the anchor bolt 110 to fix the first vertical piece 103A and the washer 114. Thereby, the connecting member 103 is attached to the RC wall 101 so that the first vertical piece 103 </ b> A can be displaced in the horizontal direction of the RC wall 101 .

連結部材103の第2垂直片103Bの取り付けに関し、鉄骨躯体2の柱2Bには、固定板115を設けてある。固定板115は、柱2Bの側面に垂直に溶接して固定してある。第2垂直片103Bは、上述のごとく第1垂直片103AをRC壁101に取り付けた後、固定板115に重ね合わせて溶接して取り付けられる。この結果、RC壁101は、鉄骨躯体2の柱2Bに取り付けられた連結部材103の第1垂直片103Aに対して、自身の壁面方向である水平方向に変位可能に取り付けられて、鉄骨躯体2の基礎4とRC壁101の下端との間に隙間部100が設けられる。 Regarding the attachment of the second vertical piece 103 </ b> B of the connecting member 103, a fixing plate 115 is provided on the column 2 </ b> B of the steel frame 2. The fixing plate 115 is fixed by welding perpendicularly to the side surface of the column 2B. The second vertical piece 103B is attached by overlapping the first vertical piece 103A on the RC wall 101 as described above and then welding on the fixed plate 115 . This result, RC wall 101, the first vertical piece 103A of the steel framework 2 of the coupling is attached to the column 2B member 103, displaceably mounted in a horizontal direction which is the wall surface direction of the own steel skeleton A gap 100 is provided between the two foundations 4 and the lower end of the RC wall 101.

なお、第2垂直片103BをRC壁101に取り付ける際、第2垂直片103Bと固定板115とが適宜重ね合わないときは、厚さや大きさを変えた固定板115を採用すればよい。すなわち、第1垂直片103AをRC壁101に取り付けた後、柱2Bと第2垂直片103Bとの位置に合わせて固定板115を選択して柱2Bに溶接した後に、当該固定板115に第2垂直片103Bを重ね合わせて溶接すればよい。 In addition, when attaching the 2nd vertical piece 103B to the RC wall 101, if the 2nd vertical piece 103B and the fixing plate 115 do not overlap suitably, the fixing plate 115 which changed thickness and magnitude | size should just be employ | adopted. That is, after the first vertical piece 103A is attached to the RC wall 101, the fixing plate 115 is selected according to the position of the pillar 2B and the second vertical piece 103B and welded to the pillar 2B. The two vertical pieces 103B may be overlapped and welded.

なお、上述した実施例2では、図8および図9で左側に示す鉄骨躯体2の隅部(出隅部)の柱2BaにRC壁101を取り付ける構成を図示して説明している。他に、柱2Bbや図8および図9で右側に示す鉄骨躯体2の平面部の柱2BaにRC壁101を取り付ける構成も同様にして連結部材103によって取り付けることができる。   In the second embodiment described above, the configuration in which the RC wall 101 is attached to the pillar 2Ba at the corner (protruding corner) of the steel frame 2 shown on the left side in FIGS. In addition, the structure which attaches RC wall 101 to pillar 2Bb and pillar 2Ba of the plane part of the steel frame 2 shown on the right side in FIG. 8 and FIG.

このように、RC壁101の上部を鉄骨躯体2に対して吊り下げて固定し、RC壁101の下部を鉄骨躯体2に対して連結部材103を介して鉄骨躯体2に取り付けて、鉄骨躯体2の基礎4とRC壁101の下端との間に隙間部100を設けたことによって鉄骨躯体2に対する変形追従性をRC壁1に備えることが可能になる。さらに、鉄骨躯体2の基礎4とRC壁101の下端との間に隙間部100を設けたことによって、RC壁1の下端において、1階部分の建物の顔となる部分に目地が多く出ることがなく、また仕上げの自由度を確保することが可能になる。   Thus, the upper part of the RC wall 101 is suspended and fixed to the steel frame 2, and the lower part of the RC wall 101 is attached to the steel frame 2 via the connecting member 103 with respect to the steel frame 2. By providing the gap portion 100 between the foundation 4 and the lower end of the RC wall 101, it becomes possible to provide the RC wall 1 with a deformation followability with respect to the steel frame 2. Further, by providing the gap portion 100 between the foundation 4 of the steel frame 2 and the lower end of the RC wall 101, a lot of joints appear at the lower end of the RC wall 1 in the portion that becomes the face of the building on the first floor. In addition, it becomes possible to secure the degree of freedom of finishing.

上述した実施例1におけるRC壁1、あるいは実施例2におけるRC壁101を鉄骨躯体2の隅部でL型に繋げて構成した場合では、剛性を有してしまうために鉄骨躯体2に対する変形追従性が相殺されてしまうことになる。本実施例では、この隅部での問題を解消するための鉄骨造建物のRC壁取付構造を説明する。なお、以下に説明する実施例3において、上述した実施例1および実施例2と同等部分には、同じ符号を付して説明する。   In the case where the RC wall 1 in the first embodiment described above or the RC wall 101 in the second embodiment is configured to be connected in an L shape at the corner of the steel frame 2, since it has rigidity, it follows deformation deformation with respect to the steel frame 2. Will be offset. In the present embodiment, an RC wall mounting structure for a steel building for solving the problem at the corner will be described. In the third embodiment described below, the same parts as those in the first embodiment and the second embodiment described above are denoted by the same reference numerals.

図9では、鉄骨躯体2に対して上部を水平変位可能に取り付けたRC壁1(実施例1参照)と、鉄骨躯体2に対して下部を水平変位可能に取り付けたRC壁101(実施例2参照)とを、鉄骨躯体2の隅部(出隅部)2Cを境にして設けた形態を示す。   In FIG. 9, the RC wall 1 (see Example 1) with the upper part attached to the steel frame 2 so as to be horizontally displaced, and the RC wall 101 (with Example 2) the lower part attached to the steel frame 2 so as to be horizontally displaced. 2) is provided with the corner (protruding corner) 2C of the steel frame 2 as a boundary.

図9に示すように、鉄骨躯体2の隅部(出隅部)2Cを境にして、第1のRC壁としてのRC壁1と、第2のRC壁としてのRC壁101とを各々独立して構成する。具体的には、隅部2Cに沿う目地200を設けて各々RC壁1,101を切る形態とする。このように、隅部2Cを境にした目地200を介してRC壁1,101を各々独立して設けることにより、RC壁1,101を鉄骨躯体2に対して異なる水平方向に変位可能に取り付けることが可能になる。すなわち、3次元的にも問題のない変形追従性を確保したRC壁取付構造を得ることが可能になる。   As shown in FIG. 9, the RC wall 1 as the first RC wall and the RC wall 101 as the second RC wall are independent from each other at the corner (protruding corner) 2C of the steel frame 2 as a boundary. And configure. Specifically, joints 200 are provided along the corners 2C to cut the RC walls 1 and 101, respectively. In this manner, the RC walls 1 and 101 are independently provided via the joints 200 with the corner 2C as a boundary, so that the RC walls 1 and 101 are attached to the steel frame 2 so as to be displaceable in different horizontal directions. It becomes possible. That is, it is possible to obtain an RC wall mounting structure that secures deformation follow-up without any problem in three dimensions.

なお、上述した実施例3では、鉄骨躯体2の隅部2Cを境にした目地200を介して上部を水平変位可能に取り付けたRC壁1(実施例1参照)と、下部を水平変位可能に取り付けたRC壁101(実施例2参照)とを各々独立して取り付けた形態を説明した。この他、壁面に直交する袖壁が短く他の壁に干渉しない場合に、隅部2Cを境にした目地200を介して上部を水平変位可能に取り付けた各RC壁1,1(実施例1参照)を各々独立して取り付けた形態としても3次元的に変形追従性を確保したRC壁取付構造を得ることができる。さらに、壁面に直交する袖壁が短く他の壁に干渉しない場合に、隅部2Cを境にした目地200を介して下部を水平変位可能に取り付けたRC壁101,101(実施例2参照)を各々独立して取り付けた形態としても3次元的に変形追従性を確保したRC壁取付構造を得ることができる。   In the above-described third embodiment, the RC wall 1 (see the first embodiment) in which the upper part is attached to be horizontally displaceable via a joint 200 with the corner 2C of the steel frame 2 as a boundary, and the lower part can be horizontally displaced. The form which attached RC wall 101 (refer Example 2) each attached independently was demonstrated. In addition, when the sleeve wall orthogonal to the wall surface is short and does not interfere with other walls, the RC walls 1 and 1 are attached so that the upper part can be horizontally displaced via the joint 200 with the corner 2C as a boundary (Example 1). RC wall mounting structure in which deformation followability is ensured three-dimensionally can be obtained even if each is mounted independently. Furthermore, when the sleeve wall orthogonal to the wall surface is short and does not interfere with other walls, the RC walls 101 and 101 are attached such that the lower part can be horizontally displaced via the joint 200 with the corner 2C as a boundary (see Example 2). Even if each is attached independently, it is possible to obtain an RC wall mounting structure that ensures three-dimensional deformation followability.

なお、上述した実施例3では、鉄骨躯体2の隅部2Cとして出隅部を図示して説明しているが、入隅部であって隅部を境にしてRC壁を各々独立して取り付けても鉄骨躯体2に対して3次元的な変形追従性を確保することが可能である。   In the third embodiment described above, the protruding corner portion is illustrated and described as the corner portion 2C of the steel frame 2; however, the RC wall is independently attached with the corner portion as a boundary. However, it is possible to ensure three-dimensional deformation followability with respect to the steel frame 2.

以上のように、本発明に係る鉄骨造建物のRC壁取付構造は、鉄骨造建物の1階部分での在来RC壁の取り付けに有用であり、特に、鉄骨造建物において鉄骨躯体に対する変形追従性、および仕上げの自由度を両立することに適している。   As described above, the RC wall mounting structure for a steel building according to the present invention is useful for mounting a conventional RC wall on the first floor portion of the steel building, and in particular, for deformation following a steel frame in a steel building. It is suitable for achieving both sex and freedom of finishing.

本発明に係る鉄骨造建物のRC壁取付構造の実施例1を示す側断面図である。It is a sectional side view which shows Example 1 of RC wall mounting structure of the steel structure building which concerns on this invention. 本発明に係る鉄骨造建物のRC壁取付構造の実施例1を示す正面図である。It is a front view which shows Example 1 of RC wall mounting structure of the steel structure building which concerns on this invention. 本発明に係る鉄骨造建物のRC壁取付構造の実施例1を示す平断面図である。BRIEF DESCRIPTION OF THE DRAWINGS It is a plane sectional view which shows Example 1 of the RC wall mounting structure of the steel structure building which concerns on this invention. 本発明に係る鉄骨造建物のRC壁取付構造の実施例1を示す側面拡大断面図である。It is a side surface expanded sectional view which shows Example 1 of RC wall mounting structure of the steel structure building which concerns on this invention. 本発明に係る鉄骨造建物のRC壁取付構造の実施例1を示す背面拡大断面図である。It is a back surface expanded sectional view which shows Example 1 of RC wall mounting structure of the steel structure building which concerns on this invention. 本発明に係る鉄骨造建物のRC壁取付構造の実施例1を示す底面拡大断面図である。It is a bottom expanded sectional view which shows Example 1 of RC wall mounting structure of the steel structure building which concerns on this invention. 本発明に係る鉄骨造建物のRC壁取付構造の実施例2を示す側断面図である。It is side sectional drawing which shows Example 2 of RC wall mounting structure of the steel structure building which concerns on this invention. 本発明に係る鉄骨造建物のRC壁取付構造の実施例2を示す正面図である。It is a front view which shows Example 2 of the RC wall mounting structure of the steel structure building which concerns on this invention. 本発明に係る鉄骨造建物のRC壁取付構造の実施例2を示す平断面図である。It is a plane sectional view which shows Example 2 of RC wall mounting structure of the steel structure building which concerns on this invention. 本発明に係る鉄骨造建物のRC壁取付構造の実施例2を示す平面拡大断面図である。It is a plane expanded sectional view which shows Example 2 of RC wall mounting structure of the steel structure building which concerns on this invention. 本発明に係る鉄骨造建物のRC壁取付構造の実施例2を示す側面拡大断面図である。It is a side surface expanded sectional view which shows Example 2 of RC wall mounting structure of the steel structure building which concerns on this invention. 本発明に係る鉄骨造建物のRC壁取付構造の実施例2を示す背面拡大断面図である。It is a back surface expanded sectional view which shows Example 2 of RC wall mounting structure of the steel structure building which concerns on this invention.

符号の説明Explanation of symbols

1 RC壁
2 鉄骨躯体
2A 梁
2B(2Ba,2Bb) 柱
2C 隅部
3 連結部材
3A 水平片
3Aa 長穴
3B 垂直片
3Ba 大形穴
4 基礎
5 固定板
5a 長穴
6 支持板
7 座金
8a ボルト
8b ナット
10 アンカーボルト
10a 屈曲部
10b ボルト部
10c ナット
12 滑り板
13 支持座金
13a 長穴
14 座金
100 隙間部
101 RC壁
101a 開口部
103 連結部材
103A 第1垂直片
103Aa 長穴
103B 第2垂直片
110 アンカーボルト
110a 屈曲部
110b ボルト部
110c ナット
112 滑り板
114 座金
115 固定板
200 目地
DESCRIPTION OF SYMBOLS 1 RC wall 2 Steel frame 2A Beam 2B (2Ba, 2Bb) Column 2C Corner 3 Connecting member 3A Horizontal piece 3Aa Long hole 3B Vertical piece 3Ba Large hole 4 Foundation 5 Fixing plate 5a Long hole 6 Support plate 7 Washer 8a Bolt 8b Nut 10 Anchor bolt 10a Bent part 10b Bolt part 10c Nut 12 Slide plate 13 Support washer 13a Elongated hole 14 Washer 100 Gap part 101 RC wall 101a Opening part 103 Connecting member 103A First vertical piece 103Aa Elongated hole 103B Second vertical piece 110 Anchor Bolt 110a Bending portion 110b Bolt portion 110c Nut 112 Sliding plate 114 Washer 115 Fixing plate 200 Joint

Claims (1)

鉄骨躯体に対して水平方向に変位可能に上部を連結し、前記鉄骨躯体の基礎に下端を固定してなる第1のRC壁と、A first RC wall formed by connecting an upper part so as to be horizontally displaceable with respect to the steel frame, and fixing a lower end to the foundation of the steel frame;
鉄骨躯体に対して上部を吊り下げて固定し、前記鉄骨躯体に対して水平方向に変位可能に下部を連結して前記鉄骨躯体の基礎と下端との間に隙間部を設けてなる第2のRC壁とThe upper part is suspended and fixed with respect to the steel frame, the lower part is connected to the steel frame so as to be displaceable in the horizontal direction, and a gap is provided between the foundation and the lower end of the steel frame. RC wall and
を備え、前記鉄骨躯体の隅部を境にして前記第1のRC壁と前記第2のRC壁とを各々独立して設けたことを特徴とする鉄骨造建物のRC壁取付構造。An RC wall mounting structure for a steel building, wherein the first RC wall and the second RC wall are provided independently from each other at a corner of the steel frame.
JP2004029378A 2004-02-05 2004-02-05 RC wall mounting structure of steel structure building Expired - Fee Related JP4247479B2 (en)

Priority Applications (1)

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Application Number Priority Date Filing Date Title
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Publications (2)

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JP2005220607A JP2005220607A (en) 2005-08-18
JP4247479B2 true JP4247479B2 (en) 2009-04-02

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6426382B2 (en) * 2014-06-30 2018-11-21 ミサワホーム株式会社 Outer wall panel mounting structure
CN110258818A (en) * 2019-06-14 2019-09-20 南京长江都市建筑设计股份有限公司 A kind of parallel-moving type precast concrete out-hung panel connect translational nodes structure and construction method with girder steel
CN112590838B (en) * 2020-12-31 2024-12-24 欧特美交通科技股份有限公司 A through passage top plate installation structure
CN115142600A (en) * 2022-08-17 2022-10-04 中国建筑第八工程局有限公司 UHPC hanging plate structure convenient to install and construction method thereof

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