JPH11141020A - Box frame construction - Google Patents
Box frame constructionInfo
- Publication number
- JPH11141020A JPH11141020A JP9302391A JP30239197A JPH11141020A JP H11141020 A JPH11141020 A JP H11141020A JP 9302391 A JP9302391 A JP 9302391A JP 30239197 A JP30239197 A JP 30239197A JP H11141020 A JPH11141020 A JP H11141020A
- Authority
- JP
- Japan
- Prior art keywords
- elastic member
- frame
- wall
- bolt
- load
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn
Links
Landscapes
- Load-Bearing And Curtain Walls (AREA)
- Panels For Use In Building Construction (AREA)
Abstract
Description
【０００１】[0001]
【発明の属する技術分野】本発明は、壁組の構成を変更
することなく、靭性を向上させることができる耐力壁構
造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a load-bearing wall structure capable of improving toughness without changing the structure of a wall set.
【０００２】[0002]
【背景技術及び発明が解決しようとする課題】パネル工
法やツーバイフォー工法等により建設される建物の耐力
壁は、枠体と面材を含んでなる剛性の高い壁組を、アン
カーボルトや胴差ボルト等で上部構造体及び下部構造体
に緊結して形成される（特開平８−１６５７２５号）。
このため、最終的な破壊に至るまでに耐え得る荷重（最
大耐力）が極めて大きい耐力壁を構築することができ
た。2. Description of the Related Art A load-bearing wall of a building constructed by a panel method or a two-by-four method includes a rigid wall set including a frame and face materials, an anchor bolt and a body difference bolt. It is formed by being tightly connected to the upper structure and the lower structure (Japanese Patent Laid-Open No. 8-165725).
For this reason, it was possible to construct a load-bearing wall having an extremely large load (maximum proof stress) that can withstand the final destruction.
【０００３】ところで、近年、耐力壁の最大耐力に加え
て、限界を超える荷重によっても急激な破壊が生じない
性質（以下「靭性」という）も注目されてきている。す
なわち、居住者の安全確保の観点からは、万一破壊した
としても、壁組が靭性を有し、破壊が始まってから最終
的な破壊に至るまでの時間ができるだけ長い方が好まし
い。[0003] In recent years, in addition to the maximum proof stress of a load-bearing wall, attention has been paid to a property (hereinafter, referred to as "toughness") in which abrupt destruction does not occur even under a load exceeding a limit. In other words, from the viewpoint of ensuring the safety of the occupants, it is preferable that even if it is destroyed, the wall frame has toughness and the time from the start of the destruction to the final destruction is as long as possible.
【０００４】しかしながら、上記従来の木質構造におい
てそのような靭性を確保するためには、構造そのものの
構成を変更する必要があり、コストがかかるという問題
が生じることになる。[0004] However, in order to secure such toughness in the above-mentioned conventional woody structure, it is necessary to change the configuration of the structure itself, which causes a problem that the cost increases.
【０００５】本発明は、上記課題に鑑みてなされたもの
であり、その目的は、壁組の構成を変更することなく、
靭性を向上させることが簡単にできる耐力壁構造を提供
することにある。[0005] The present invention has been made in view of the above problems, and has as its object to change the structure of a wall assembly without changing the structure of the wall assembly.
An object of the present invention is to provide a load-bearing wall structure capable of easily improving toughness.
【０００６】[0006]
【課題を解決するための手段】上記課題を解決するた
め、請求項１記載の発明は、縦材と横材を矩形に組んで
なる枠体と該枠体に取り付けられる面材とを有する壁組
と、前記枠体の外側から内側に向かって前記横材を貫通
し前記壁組を上部構造体又は下部構造体に緊結するボル
トと、前記枠体の内側で前記ボルトを固定するナット
と、弾性部材と、を含み、前記弾性部材は、前記枠体の
内側において前記横材と前記ナットの間に取り付けられ
ることを特徴とする。According to a first aspect of the present invention, there is provided a wall having a frame formed by assembling a vertical member and a horizontal member into a rectangular shape, and a face member attached to the frame member. A set, a bolt that penetrates the cross member from the outside to the inside of the frame, and tightens the wall set to an upper structure or a lower structure, and a nut that fixes the bolt inside the frame. An elastic member, wherein the elastic member is attached between the cross member and the nut inside the frame.
【０００７】請求項１記載の発明によれば、横材を貫通
するボルトを固定するナットと横材との間に弾性部材が
あることから、弾性部材の弾性変形によって、横材の上
下方向の変位ひいては壁組全体の変位が許容される。こ
のため、壁組の限界を超える水平荷重が耐力壁に加えら
れた場合、壁組の変位によって水平剪断力を吸収するこ
とができる。従って、耐力壁を形成する壁組相互の位置
関係の変動等が生じることはあっても、耐力壁全体が急
激に破壊されることがない。さらに、弾性部材は、変形
後元の形状に回復する性質を有することから、一旦歪ん
だ耐力壁も、水平荷重の消滅後、時間の経過と共に元の
状態に戻りやすい。According to the first aspect of the present invention, since there is an elastic member between the nut for fixing the bolt penetrating the cross member and the cross member, the elastic member is elastically deformed, so that the horizontal member is vertically moved. Displacement and thus displacement of the entire wall set is allowed. Therefore, when a horizontal load exceeding the limit of the wall set is applied to the load-bearing wall, the horizontal shear force can be absorbed by the displacement of the wall set. Therefore, even if the positional relationship between the wall sets forming the bearing wall may fluctuate, the entire bearing wall is not suddenly destroyed. Furthermore, since the elastic member has a property of recovering to its original shape after deformation, the once-strained load-bearing wall easily returns to the original state over time after the disappearance of the horizontal load.
【０００８】また、弾性部材をナットと横材の間に取り
付けるだけでよいことから、簡単な作業で形成すること
ができる。Further, since it is only necessary to attach the elastic member between the nut and the cross member, it can be formed by a simple operation.
【０００９】従って、枠体に面材を貼り付けてなるとい
う、従来の剛性の高い壁組の構成を変形することなく、
耐力壁の靭性を向上させることができる。[0009] Therefore, without changing the structure of the conventional highly rigid wall set, in which the face material is attached to the frame body,
The toughness of the load-bearing wall can be improved.
【００１０】なお、ここで弾性部材は、横材の圧縮強度
よりやや柔らかく、ナットの締め付け力によっては変形
しないが、荷重によって壁組が破損する前に弾性変形し
得る硬さに形成される。そして、ナットと横材の間にあ
る程度の間隔を確保できるように取り付けられる。その
他の構成は、特に限定されない。Here, the elastic member is slightly softer than the compressive strength of the cross member and is not deformed by the tightening force of the nut, but is formed to have a hardness that can be elastically deformed before the wall assembly is broken by the load. And it is attached so that a certain space can be secured between the nut and the cross member. Other configurations are not particularly limited.
【００１１】請求項２記載の発明は、請求項１に記載の
耐力壁構造において、前記弾性部材は、ボルト穴を有す
る塊状をなし、前記ボルトを介して取り付けられること
を特徴とする。According to a second aspect of the present invention, in the load-bearing wall structure according to the first aspect, the elastic member has a block shape having a bolt hole, and is attached via the bolt.
【００１２】請求項２記載の発明によれば、弾性部材に
ボルト穴があり、壁組を固定するボルトを介して取り付
けられることから、弾性部材の取り付け作業が簡単とな
る。According to the second aspect of the present invention, since the elastic member has the bolt hole and is attached via the bolt for fixing the wall assembly, the attaching operation of the elastic member is simplified.
【００１３】また、弾性部材が塊状をなすことから、ナ
ットと横材の間に横材の変位を可能とする間隔を簡単に
確保できる。[0013] Further, since the elastic member is formed in a lump, it is possible to easily secure a gap between the nut and the cross member that allows the cross member to be displaced.
【００１４】請求項３記載の発明は、縦材と横材を矩形
に組んでなる枠体と該枠体に取り付けられる面材とを有
する壁組と、前記枠体の外側から内側に向かって前記横
材を貫通し前記壁組を上部構造体又は下部構造体に緊結
するボルトと、前記枠体の内側で前記ボルトを固定する
ナットと、シート状又は板状の弾性部材と、を含み、前
記弾性部材は、前記横材と前記上部構造体又は前記下部
構造体との間に配置されることを特徴とする。According to a third aspect of the present invention, there is provided a wall assembly having a frame formed by assembling a vertical member and a horizontal member in a rectangular shape, and a surface member attached to the frame member, and from the outside to the inside of the frame member. A bolt that penetrates the horizontal member and fastens the wall set to an upper structure or a lower structure, a nut that fixes the bolt inside the frame, and a sheet-shaped or plate-shaped elastic member, The elastic member is disposed between the cross member and the upper structure or the lower structure.
【００１５】請求項３記載の発明によれば、壁組と上部
構造体又は下部構造体との間に弾性部材が配置されるこ
とから、弾性部材が変形して壁組が変位することによ
り、水平剪断力を吸収することができる。このため、多
少歪んでも全体として壊れにくい耐力壁を得ることがで
きる。According to the third aspect of the present invention, since the elastic member is disposed between the wall set and the upper structure or the lower structure, the elastic member is deformed and the wall set is displaced. Can absorb horizontal shear forces. Therefore, it is possible to obtain a bearing wall that is hardly broken as a whole even if it is slightly distorted.
【００１６】また、弾性部材がシート状又は板状をなす
ことから、壁組と上下構造体との間に配置しやすい。Further, since the elastic member has a sheet shape or a plate shape, it can be easily arranged between the wall assembly and the upper and lower structures.
【００１７】なお、弾性部材は、横材の圧縮強度よりや
や柔らかく、通常の荷重では変形しないが、荷重によっ
て壁組が破壊される前に弾性変形し得る硬さに形成され
る。また、その厚さは、変形して壁組から伝わる剪断力
を吸収できる範囲で、任意に設定される。The elastic member is slightly softer than the compressive strength of the cross member and does not deform under a normal load, but has such a hardness that the elastic member can be elastically deformed before the wall assembly is broken by the load. Further, the thickness is arbitrarily set within a range in which the shearing force transmitted from the wall set can be absorbed by deformation.
【００１８】請求項４記載の発明は、縦材と横材を矩形
に組んでなる枠体と該枠体に取り付けられる面材とを有
する壁組と、前記枠体の外側から内側に向かって前記横
材を貫通し前記壁組を上部構造体又は下部構造体に緊結
するボルトと、前記枠体の内側で前記ボルトを固定する
ナットと、塊状の第一の弾性部材と、シート状又は板状
の第二の弾性部材と、を含み、前記第一の弾性部材は、
前記枠体の内側において前記横材と前記ナットの間に取
り付けられ、前記第二の弾性部材は、前記横材と前記上
部構造体又は前記下部構造体との間に配置されること、
を特徴とする。According to a fourth aspect of the present invention, there is provided a wall set having a frame formed by assembling a vertical member and a horizontal member in a rectangular shape, and a face member attached to the frame member, and from the outside to the inside of the frame member. A bolt that penetrates the cross member and fastens the wall set to the upper structure or the lower structure, a nut that fixes the bolt inside the frame, a first elastic member in a lump, a sheet or plate A second elastic member, wherein the first elastic member,
Attached between the cross member and the nut inside the frame, the second elastic member is disposed between the cross member and the upper structure or the lower structure,
It is characterized by.
【００１９】請求項４記載の発明によれば、横材とナッ
トの間と、壁組と上部構造体又は下部構造体との間の少
なくとも２カ所に弾性部材が配置されることから、壁組
に生じる剪断力を、弾性部材の変形によって確実に吸収
することができる。このため、壁組の限界を超える荷重
によっても容易に破壊されない耐力壁を得ることができ
る。つまり、耐力壁の靭性が向上する。According to the fourth aspect of the present invention, since the elastic members are arranged at at least two places between the cross member and the nut and between the wall set and the upper structure or the lower structure, the wall set is provided. Can be reliably absorbed by the deformation of the elastic member. For this reason, it is possible to obtain a load-bearing wall that is not easily broken even by a load exceeding the limit of the wall set. That is, the toughness of the load-bearing wall is improved.
【００２０】また、壁組と上部構造体又は下部構造体の
間に弾性部材が配置されることから、壁組と上下構造体
の相互間で振動や音が伝達されにくい。このため、建物
の防振・防音効果が高められる。Further, since the elastic member is disposed between the wall assembly and the upper structure or the lower structure, it is difficult for vibration and sound to be transmitted between the wall assembly and the upper and lower structures. For this reason, the vibration and soundproofing effect of the building is enhanced.
【００２１】なお、第一の弾性部材が塊状をなし、第二
の弾性部材がシート状又は板状をなすことから、それぞ
れ所定位置に取り付けやすい。Since the first elastic member has a lump shape and the second elastic member has a sheet shape or a plate shape, it can be easily attached to a predetermined position.
【００２２】請求項５記載の発明は、請求項１から請求
項４のいずれかに記載の耐力壁構造において、前記弾性
部材は、硬質ゴムからなることを特徴とする。According to a fifth aspect of the present invention, in the load-bearing wall structure according to any one of the first to fourth aspects, the elastic member is made of hard rubber.
【００２３】請求項５記載の発明によれば、材料の入手
及び加工が容易な硬質ゴムで弾性部材が形成されること
から、コストの低減化および所望の硬度の実現が容易と
なる。According to the fifth aspect of the present invention, since the elastic member is formed of hard rubber, which is easy to obtain and process the material, it is easy to reduce the cost and achieve the desired hardness.
【００２４】請求項６記載の発明は、請求項１から請求
項４のいずれかに記載の耐力壁構造において、前記弾性
部材は、弾性変形可能な合成樹脂からなることを特徴と
する。According to a sixth aspect of the present invention, in the load-bearing wall structure according to any one of the first to fourth aspects, the elastic member is made of an elastically deformable synthetic resin.
【００２５】請求項６記載の発明によれば、弾性変形可
能な合成樹脂で弾性部材が形成されることから、弾性部
材が劣化しにくい。このため、靭性の低下しにくい耐力
壁を得ることができる。According to the sixth aspect of the present invention, since the elastic member is formed of the elastically deformable synthetic resin, the elastic member is hardly deteriorated. For this reason, it is possible to obtain a load-bearing wall in which the toughness does not easily decrease.
【００２６】[0026]
【発明の実施の形態】次に、本発明の実施の形態を図面
を参照して詳細に説明する。Next, embodiments of the present invention will be described in detail with reference to the drawings.
【００２７】図１は、本発明の実施形態を示す正面断面
図であり、（ａ）は加圧前、（ｂ）は加圧後を示す。FIGS. 1A and 1B are front sectional views showing an embodiment of the present invention, wherein FIG. 1A shows a state before pressing and FIG. 1B shows a state after pressing.
【００２８】同図において、壁組１０は、壁パネルであ
り、縦材１２と横材１４を組んだ矩形の枠体１６の内側
に補強材１７を取り付け、さらに両面に面材１８を貼り
付けて形成される。そして、床２４及び基礎２６からな
る下部構造体２２と、天井及び上階の壁等からなる上部
構造体２０の間に配置され、横材１４を貫通するアンカ
ーボルト３０及び胴差しボルト３２によって、上部構造
体２０及び下部構造体２２に緊結されて、耐力壁を形成
する。このとき、アンカーボルト３０等を固定するナッ
ト３４及びワッシャ３６と横材１４の間には、第一の弾
性部材４０が取り付けられる。また、壁組１０と上部構
造体２０及び下部構造体２２の間には、第二の弾性部材
４２が配置される。これらの第一及び第二の弾性部材４
０，４２は、ボルト穴４０ａ、４２ａを有し、ボルト３
０，３２は、これらのボルト穴４０ａ、４２ａに挿入さ
れて固定される。In FIG. 1, a wall set 10 is a wall panel, in which a reinforcing member 17 is attached inside a rectangular frame 16 in which a vertical member 12 and a horizontal member 14 are assembled, and a face member 18 is attached to both surfaces. Formed. Then, an anchor bolt 30 and a body insertion bolt 32 which are arranged between the lower structure 22 including the floor 24 and the foundation 26 and the upper structure 20 including the ceiling and the upper floor wall and penetrate the cross member 14, Tightened to the upper structure 20 and the lower structure 22 to form a load-bearing wall. At this time, the first elastic member 40 is attached between the cross member 14 and the nut 34 and the washer 36 for fixing the anchor bolt 30 and the like. Further, a second elastic member 42 is disposed between the wall set 10 and the upper structure 20 and the lower structure 22. These first and second elastic members 4
0, 42 have bolt holes 40a, 42a,
0, 32 are inserted and fixed in these bolt holes 40a, 42a.
【００２９】より詳しくは、壁組１０を形成する縦材１
２、横材１４、補強材１７は、角材や集成材等の木質の
棒状部材である。また、面材１８は、合板からなり、枠
体に接着される。この面材によって、壁組の耐力が実現
され、かつ維持される。More specifically, the vertical member 1 forming the wall set 10
2. The horizontal member 14 and the reinforcing member 17 are wooden rod-shaped members such as square bars and laminated wood. The face material 18 is made of plywood and is adhered to the frame. With this face material, the strength of the wall assembly is realized and maintained.
【００３０】第一の弾性部材４０及び第二の弾性部材４
２は、いずれも硬質ゴムで形成される。硬質ゴムは、入
手が容易で加工しやすいことから、均質な弾性部材４
０，４２を低価格で得ることができる。そして、第一の
弾性部材４０は塊状をなし、第二の弾性部材４２は、板
状をなす。各弾性部材４０，４２の厚さは、材料自体の
硬度及び各弾性部材４０，４２に要求される硬度を考慮
して適当に設定される。First elastic member 40 and second elastic member 4
2 is made of hard rubber. Since hard rubber is easy to obtain and easy to process, a uniform elastic member 4
0,42 can be obtained at a low price. The first elastic member 40 has a lump shape, and the second elastic member 42 has a plate shape. The thickness of each elastic member 40, 42 is appropriately set in consideration of the hardness of the material itself and the hardness required for each elastic member 40, 42.
【００３１】なお、各弾性部材４０，４２は、横材１４
等の圧縮強度よりやや柔らかく形成される。より具体的
には、壁組１０に水平な外力が加えられる前は容易に弾
性変形しないが、壁組１０の耐力の限界を超える水平力
が加えられると、壁組１０が破損する前に弾性変形し得
る程度の硬度に形成される。The elastic members 40 and 42 are connected to the horizontal members 14.
It is formed slightly softer than the compressive strength. More specifically, it is not easily elastically deformed before a horizontal external force is applied to the wall set 10, but if a horizontal force exceeding the limit of the proof strength of the wall set 10 is applied, the elasticity will be increased before the wall set 10 is broken. It is formed to a hardness that can be deformed.
【００３２】このような構成を有することにより、本実
施形態では、次のような作用効果が生ずる。With this configuration, the present embodiment has the following operational effects.
【００３３】第一に、剛性の高い壁組１０を用いなが
ら、靭性の高い耐力壁が得られる。つまり、同図（ｂ）
に示すように、矢印８０で示された水平力が壁組１０の
耐力の限界を超える場合、横材１４が折れたり、縦材１
２との接合部が破損したりする前に、第一及び第二の弾
性部材４０，４２が弾性変形して、水平力を吸収する。
このため、壁組１０は、同図（ａ）における取り付け状
態と比べて多少変位するものの、破壊からは免れる。従
って、耐力壁全体としての靭性が向上する。First, a tough load-bearing wall can be obtained while using a highly rigid wall set 10. That is, FIG.
When the horizontal force indicated by the arrow 80 exceeds the limit of the strength of the wall set 10 as shown in FIG.
Before the joint with the second member is broken, the first and second elastic members 40 and 42 are elastically deformed to absorb the horizontal force.
For this reason, the wall set 10 is slightly displaced as compared with the attached state in FIG. Therefore, the toughness of the entire load-bearing wall is improved.
【００３４】なお、本実施形態の場合は、横材１４の上
下に弾性部材４０，４２が配置されることから、壁組１
０の変位が特に容易であり、水平力が確実に吸収され
る。In this embodiment, since the elastic members 40 and 42 are arranged above and below the cross member 14, the wall set 1
Zero displacement is particularly easy and horizontal forces are reliably absorbed.
【００３５】また、水平力の消滅後は、第一及び第二の
弾性部材４０，４２が元の状態に回復しようとするた
め、壁組１０も元の取り付け状態に戻り、耐力壁が原状
に回復されやすい。After the disappearance of the horizontal force, the first and second elastic members 40 and 42 try to return to the original state, so that the wall set 10 is also returned to the original state, and the bearing wall is restored to the original state. Easy to recover.
【００３６】さらに、壁組を設置する際に弾性部材４
０，４２を取り付けるだけで良いことから、壁組の構成
に特別な変更を加える必要がなく、簡単な作業で設置す
ることができる。Further, when installing the wall assembly, the elastic members 4
Since it is only necessary to attach 0 and 42, there is no need to make a special change to the configuration of the wall assembly, and the installation can be performed by a simple operation.
【００３７】第二に、上部構造体２０及び下部構造体２
２との間に弾性部材４２が配置されることから、壁組１
０と上部構造体２０等の間で相互に振動や音が伝わりに
くい。このため、建物の防振・防音効果が向上する。Second, the upper structure 20 and the lower structure 2
Since the elastic member 42 is disposed between the wall set 1 and the
It is difficult for vibration and sound to be transmitted to each other between 0 and the upper structure 20. For this reason, the vibration and soundproofing effect of the building is improved.
【００３８】本実施形態は上述の通りであるが、本発明
の実施の形態は、これに限られず、発明の範囲内におい
て種々変更することができる。Although the present embodiment is as described above, the embodiment of the present invention is not limited to this and can be variously changed within the scope of the invention.
【００３９】例えば、第一の弾性部材又は第二の弾性部
材のいずれか一方を省略したり、壁組の上端部又は下端
部のいずれかにおいて第一及び第二の弾性部材を省略す
ることもできる。また、弾性部材の材料は、所定の硬度
及び弾性を実現できる限り、特に限定されず、弾性変形
可能な合成樹脂等を用いてもよい。さらに、ボルトの妨
げとならないように確実に取り付けられるのであれば、
弾性部材のボルト穴を省略して良い。また、第二の弾性
部材を、上下構造体に接着することもできる。For example, it is also possible to omit either the first elastic member or the second elastic member, or omit the first and second elastic members at either the upper end or the lower end of the wall assembly. it can. The material of the elastic member is not particularly limited as long as the predetermined hardness and elasticity can be realized, and an elastically deformable synthetic resin or the like may be used. Furthermore, if you can install it securely so as not to interfere with the bolt,
The bolt hole of the elastic member may be omitted. Further, the second elastic member can be bonded to the upper and lower structures.
【００４０】[0040]
【発明の効果】以上説明したように、請求項１記載の発
明によれば、横材を貫通するボルトを固定するナットと
横材との間に弾性部材があることから、弾性部材の弾性
変形によって、横材の上下方向の変位ひいては壁組全体
の変位が許容される。このため、壁組の限界を超える水
平荷重が耐力壁に加えられた場合、壁組の変位によって
水平剪断力を吸収することができる。As described above, according to the first aspect of the present invention, since the elastic member is provided between the nut for fixing the bolt penetrating the horizontal member and the horizontal member, the elastic deformation of the elastic member is achieved. Thereby, the displacement of the cross member in the up-down direction and, consequently, the displacement of the entire wall assembly are allowed. Therefore, when a horizontal load exceeding the limit of the wall set is applied to the load-bearing wall, the horizontal shear force can be absorbed by the displacement of the wall set.
【００４１】また、弾性部材をナットと横材の間に取り
付けるだけでよいことから、簡単な作業で形成すること
ができる。Further, since it is only necessary to attach the elastic member between the nut and the cross member, it can be formed by a simple operation.
【００４２】従って、枠体に面材を貼り付けてなるとい
う、従来の剛性の高い壁組の構成を変形することなく、
耐力壁の靭性を向上させることができる。Therefore, without changing the structure of the conventional highly rigid wall set in which the face material is attached to the frame body,
The toughness of the load-bearing wall can be improved.
【００４３】請求項２記載の発明によれば、弾性部材に
ボルト穴があり、壁組を固定するボルトを介して取り付
けられることから、弾性部材の取り付け作業が簡単とな
る。According to the second aspect of the present invention, since the elastic member has the bolt hole and is attached via the bolt for fixing the wall set, the attaching operation of the elastic member is simplified.
【００４４】また、弾性部材が塊状をなすことから、ナ
ットと横材の間に横材の変位を可能とする間隔を簡単に
確保できる。Further, since the elastic member is formed in a lump, it is possible to easily secure a gap between the nut and the cross member that allows the cross member to be displaced.
【００４５】請求項３記載の発明によれば、壁組と上部
構造体又は下部構造体との間に弾性部材が配置されるこ
とから、弾性部材が変形して壁組が変位することによ
り、水平剪断力を吸収することができる。このため、多
少歪んでも全体として壊れにくい耐力壁を得ることがで
きる。According to the third aspect of the present invention, since the elastic member is disposed between the wall set and the upper structure or the lower structure, the elastic member is deformed and the wall set is displaced. Can absorb horizontal shear forces. Therefore, it is possible to obtain a bearing wall that is hardly broken as a whole even if it is slightly distorted.
【００４６】請求項４記載の発明によれば、横材とナッ
トの間に塊状の第一の弾性部材が配置され、壁組と上部
構造体又は下部構造体の間にシート状又は板状の第二の
弾性部材が配置されることから、耐力壁の靭性を確実に
向上させることができる。また、第二の弾性部材によっ
て、壁組と上下構造体相互間の振動や音の伝達が阻止さ
れるため、建物の防振・防音効果が高められる。According to the fourth aspect of the present invention, the massive first elastic member is disposed between the cross member and the nut, and the sheet-like or plate-like member is provided between the wall set and the upper structure or the lower structure. Since the second elastic member is provided, the toughness of the load-bearing wall can be reliably improved. In addition, since the second elastic member prevents transmission of vibration and sound between the wall set and the upper and lower structures, the vibration and soundproofing effect of the building is enhanced.
【００４７】請求項５記載の発明によれば、材料の入手
及び加工が容易な硬質ゴムで弾性部材が形成されること
から、コストの低減化および所望の硬度の実現が容易と
なる。According to the fifth aspect of the present invention, since the elastic member is formed of hard rubber, which is easy to obtain and process the material, it is easy to reduce the cost and achieve the desired hardness.
【００４８】請求項６記載の発明によれば、弾性変形可
能な合成樹脂で弾性部材が形成されることから、弾性部
材が劣化しにくい。このため、靭性の低下しにくい耐力
壁を得ることができる。According to the sixth aspect of the present invention, since the elastic member is formed of an elastically deformable synthetic resin, the elastic member is hardly deteriorated. For this reason, it is possible to obtain a load-bearing wall in which the toughness does not easily decrease.
【図面の簡単な説明】[Brief description of the drawings]
【図１】本発明の実施形態を示す正面断面図であり、
（ａ）は加圧前、（ｂ）は加圧後を示す。FIG. 1 is a front sectional view showing an embodiment of the present invention,
(A) shows before pressing, and (b) shows after pressing.
１０ 壁組 １２ 縦材 １４ 横材 １６ 枠体 １８ 面材 ２０ 上部構造体 ２２ 下部構造体 ３０ アンカーボルト（ボルト） ３２ 胴差しボルト（ボルト） ３４ ナット ４０ 第一の弾性部材 ４２ 第二の弾性部材 DESCRIPTION OF SYMBOLS 10 Wall set 12 Vertical member 14 Horizontal member 16 Frame 18 Face member 20 Upper structure 22 Lower structure 30 Anchor bolt (bolt) 32 Body insertion bolt (bolt) 34 Nut 40 First elastic member 42 Second elastic member
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 ＦＩ Ｅ０４Ｂ 2/56 ６３２ Ｅ０４Ｂ 2/56 ６３２Ｔ ６３２Ｙ ６４３ ６４３Ａ 1/10 1/10 Ｂ Ｅ０４Ｃ 2/38 Ｅ０４Ｃ 2/38 Ｅ 2/40 2/40 Ｅ ────────────────────────────────────────────────── ─── front page continued (51) Int.Cl. 6 identifications FI E04B 2/56 632 E04B 2/56 632T 632Y 643 643A 1/10 1/10 B E04C 2/38 E04C 2/38 E 2/40 2/40 E
Claims (6)
枠体に取り付けられる面材とを有する壁組と、前記枠体
の外側から内側に向かって前記横材を貫通し前記壁組を
上部構造体又は下部構造体に緊結するボルトと、前記枠
体の内側で前記ボルトを固定するナットと、弾性部材
と、を含み、 前記弾性部材は、前記枠体の内側において前記横材と前
記ナットの間に取り付けられることを特徴とする耐力壁
構造。1. A wall set having a frame formed by assembling a vertical member and a horizontal member in a rectangular shape and a face member attached to the frame member, and penetrating the horizontal member from the outside to the inside of the frame member. A bolt for fastening the wall set to an upper structure or a lower structure, a nut for fixing the bolt inside the frame, and an elastic member, wherein the elastic member is provided inside the frame. A load-bearing wall structure attached between a cross member and the nut.
ルトを介して取り付けられることを特徴とする耐力壁構
造。2. The load-bearing wall structure according to claim 1, wherein the elastic member has a block shape having a bolt hole, and is attached via the bolt.
枠体に取り付けられる面材とを有する壁組と、前記枠体
の外側から内側に向かって前記横材を貫通し前記壁組を
上部構造体又は下部構造体に緊結するボルトと、前記枠
体の内側で前記ボルトを固定するナットと、シート状又
は板状の弾性部材と、を含み、 前記弾性部材は、前記横材と前記上部構造体又は前記下
部構造体との間に配置されることを特徴とする耐力壁構
造。3. A wall set having a frame formed by assembling a vertical member and a horizontal member in a rectangular shape and a wall member attached to the frame member, and penetrating the horizontal member from the outside to the inside of the frame member. A bolt for fastening the wall set to an upper structure or a lower structure, a nut for fixing the bolt inside the frame, and a sheet-like or plate-like elastic member, wherein the elastic member is A load-bearing wall structure disposed between a cross member and the upper structure or the lower structure.
枠体に取り付けられる面材とを有する壁組と、前記枠体
の外側から内側に向かって前記横材を貫通し前記壁組を
上部構造体又は下部構造体に緊結するボルトと、前記枠
体の内側で前記ボルトを固定するナットと、塊状の第一
の弾性部材と、シート状又は板状の第二の弾性部材と、
を含み、 前記第一の弾性部材は、前記枠体の内側において前記横
材と前記ナットの間に取り付けられ、 前記第二の弾性部材は、前記横材と前記上部構造体又は
前記下部構造体との間に配置されること、 を特徴とする耐力壁構造。4. A wall set having a frame formed by assembling a vertical member and a horizontal member into a rectangular shape, and a wall member attached to the frame member, and penetrating the horizontal member from outside to inside of the frame member. A bolt for fastening the wall set to an upper structure or a lower structure, a nut for fixing the bolt inside the frame, a massive first elastic member, and a sheet-like or plate-like second elastic Components,
Wherein the first elastic member is mounted between the cross member and the nut inside the frame, and the second elastic member is configured such that the cross member and the upper structure or the lower structure And a load-bearing wall structure.
の耐力壁構造において、 前記弾性部材は、硬質ゴムからなることを特徴とする耐
力壁構造。5. The load-bearing wall structure according to claim 1, wherein the elastic member is made of hard rubber.
の耐力壁構造において、 前記弾性部材は、弾性変形可能な合成樹脂からなること
を特徴とする耐力壁構造。6. The load-bearing wall structure according to claim 1, wherein the elastic member is made of an elastically deformable synthetic resin.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9302391A JPH11141020A (en) | 1997-11-05 | 1997-11-05 | Box frame construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9302391A JPH11141020A (en) | 1997-11-05 | 1997-11-05 | Box frame construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH11141020A true JPH11141020A (en) | 1999-05-25 |
Family
ID=17908354
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9302391A Withdrawn JPH11141020A (en) | 1997-11-05 | 1997-11-05 | Box frame construction |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH11141020A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006265881A (en) * | 2005-03-23 | 2006-10-05 | Sugimoto Kenchiku Kenkyusho:Kk | Vibration control structure and vibration control panel of building |
| JP2006299553A (en) * | 2005-04-18 | 2006-11-02 | Sugimoto Kenchiku Kenkyusho:Kk | Damping panel and damping structure of building |
| JP2008144514A (en) * | 2006-12-12 | 2008-06-26 | Shimizu Corp | Earthquake resistant wall structure |
| JP2008240386A (en) * | 2007-03-28 | 2008-10-09 | Kihoku Press Wood Kk | Wall reinforcing frame and wall reinforcing method for wooden building |
| CN114197749A (en) * | 2022-01-13 | 2022-03-18 | 郑州大学综合设计研究院有限公司 | Assembled energy-saving building wall and installation method |
-
1997
- 1997-11-05 JP JP9302391A patent/JPH11141020A/en not_active Withdrawn
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006265881A (en) * | 2005-03-23 | 2006-10-05 | Sugimoto Kenchiku Kenkyusho:Kk | Vibration control structure and vibration control panel of building |
| JP2006299553A (en) * | 2005-04-18 | 2006-11-02 | Sugimoto Kenchiku Kenkyusho:Kk | Damping panel and damping structure of building |
| JP2008144514A (en) * | 2006-12-12 | 2008-06-26 | Shimizu Corp | Earthquake resistant wall structure |
| JP2008240386A (en) * | 2007-03-28 | 2008-10-09 | Kihoku Press Wood Kk | Wall reinforcing frame and wall reinforcing method for wooden building |
| CN114197749A (en) * | 2022-01-13 | 2022-03-18 | 郑州大学综合设计研究院有限公司 | Assembled energy-saving building wall and installation method |
| CN114197749B (en) * | 2022-01-13 | 2022-08-26 | 郑州大学综合设计研究院有限公司 | Assembled building wall and installation method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A300 | Withdrawal of application because of no request for examination |
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