JP2007332728A - Earthquake-resisting wall setting structure - Google Patents
Earthquake-resisting wall setting structure Download PDFInfo
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- JP2007332728A JP2007332728A JP2006168729A JP2006168729A JP2007332728A JP 2007332728 A JP2007332728 A JP 2007332728A JP 2006168729 A JP2006168729 A JP 2006168729A JP 2006168729 A JP2006168729 A JP 2006168729A JP 2007332728 A JP2007332728 A JP 2007332728A
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Abstract
Description
本発明は、複数の梁部材と、前記梁部材の端部を支持する柱部材とで夫々支持されている上側床スラブと下側床スラブとに亘って、耐震壁を設置してある耐震壁設置構造に関する。 The present invention provides a seismic wall in which a seismic wall is installed across an upper floor slab and a lower floor slab each supported by a plurality of beam members and a column member supporting an end portion of the beam member. Regarding installation structure.
従来の耐震壁設置構造では、上側床スラブと下側床スラブとの夫々を支持している梁部材のうちの、平面視で同じ位置に配置してある上下の梁部材と、それら上下の梁部材のうちの、上側床スラブを支持している梁部材の両端部の夫々を支持している左右の柱部材とで囲まれる内側に、耐震壁を設置して、地震発生に伴う上下の梁部材や左右の柱部材の相対変位を規制できるようにしてある(周知慣用技術であり、先行技術文献情報を開示できない)。 In the conventional seismic wall installation structure, the upper and lower beam members arranged at the same position in plan view among the beam members supporting the upper floor slab and the lower floor slab, and the upper and lower beams A seismic wall is installed on the inside surrounded by the left and right column members that support both ends of the beam member that supports the upper floor slab. The relative displacement of the members and the left and right column members can be regulated (this is a well-known and commonly used technique and information on prior art documents cannot be disclosed).
このため、耐震壁を設置する位置が建物の上下の梁部材と左右の柱部材とで囲まれた位置に制約されるので、耐震壁の配置の自由度が低い欠点があるとともに、新たな耐震壁を建物内部に設置して既存建物の耐震性を高めたい場合には、建物を使用する上で新たに設置した耐震壁によって支障が出ないように、従来からの部屋割りを変更したり、設備機器などの配置換えを行う必要が生じることがあり、耐震壁の設置に伴う費用が増大し易い欠点がある。
本発明は上記実情に鑑みてなされたものであって、耐震壁の配置の自由度が高く、新たな耐震壁を建物内部に設置して既存建物の耐震性を高めたい場合でも、耐震壁の設置に伴う費用が増大し難くなるようにすることを目的とする。
For this reason, the location of the seismic wall is restricted to the position surrounded by the upper and lower beam members and the left and right column members of the building. If you want to increase the earthquake resistance of an existing building by installing walls inside the building, you can change the existing room layout so that the newly installed earthquake-resistant wall will not interfere with the use of the building, It may be necessary to rearrange equipment and the like, and there is a drawback that the cost associated with the installation of the seismic wall tends to increase.
The present invention has been made in view of the above circumstances, and the degree of freedom of the arrangement of the earthquake-resistant wall is high, and even when a new earthquake-resistant wall is installed inside the building and it is desired to improve the earthquake resistance of the existing building, The purpose is to make it difficult to increase the costs associated with installation.
本発明の第1特徴構成は、複数の梁部材と、前記梁部材の端部を支持する柱部材とで夫々支持されている上側床スラブと下側床スラブとに亘って、耐震壁を設置してある耐震壁設置構造であって、前記耐震壁の上部を、前記上側床スラブを支持している梁部材であって、互いに異なる梁部材に亘って配置してあるとともに、前記耐震壁の下部を、前記下側床スラブを支持している梁部材又は柱部材であって、互いに異なる梁部材又は柱部材の上方に亘って配置してある点にある。 The first characteristic configuration of the present invention is that a seismic wall is installed across an upper floor slab and a lower floor slab that are respectively supported by a plurality of beam members and a column member that supports an end of the beam member. A seismic wall installation structure, wherein an upper part of the seismic wall is a beam member supporting the upper floor slab, and is arranged across different beam members, and the seismic wall The lower part is a beam member or a column member that supports the lower floor slab, and is arranged over a different beam member or column member.
〔作用及び効果〕
耐震壁の上部を、上側床スラブを支持している梁部材であって、互いに異なる梁部材に亘って配置してあるとともに、耐震壁の下部を、下側床スラブを支持している梁部材又は柱部材であって、互いに異なる梁部材又は柱部材の上方に亘って配置してあるので、従来のように、建物の上下の梁部材と左右の柱部材とで囲まれた位置に耐震壁を特に設置することなく、地震発生に伴う、上側床スラブを支持している互いに異なる梁部材どうしの相対変位と、下側床スラブを支持している互いに異なる梁部材又は柱部材どうしの相対変位、及び、上下の床スラブどうしの相対変位を規制できるように、耐震壁を上下の床スラブに亘って設置することができる。
従って、従来に比べて耐震壁の配置の自由度が高くなり、その結果、新たな耐震壁を建物内部に設置して既存建物の耐震性を高めたい場合でも、建物を使用する上で支障が出ないように耐震壁を配置して設置することができるようになり、新たな耐震壁の設置に伴う費用も増大し難い。
[Action and effect]
A beam member that supports the upper floor slab at the upper part of the earthquake-resistant wall and is arranged across different beam members, and a beam member that supports the lower floor slab at the lower part of the earthquake-resistant wall Or it is a pillar member and it is arranged over the beam members or pillar members that are different from each other, so that the seismic wall is located at a position surrounded by the upper and lower beam members and the left and right pillar members of the building as in the past. Relative displacement between different beam members supporting the upper floor slab and relative displacement between different beam members or column members supporting the lower floor slab due to the occurrence of an earthquake And the seismic wall can be installed over the upper and lower floor slabs so that the relative displacement between the upper and lower floor slabs can be regulated.
Therefore, the degree of freedom in placing the earthquake-resistant walls is higher than in the past, and as a result, even if you want to install a new earthquake-resistant wall inside the building to improve the earthquake resistance of the existing building, there will be a hindrance in using the building. It will be possible to install the seismic walls so that they will not come out, and the costs associated with installing new seismic walls will hardly increase.
以下に本発明の実施の形態を図面に基づいて説明する。
〔第1実施形態〕
図1〜図4は、鉄筋コンクリート造りの既存建物の耐震強度を高めるために、その建物内部において、複数の梁部材1(1a,1b),2(2a,2b)と、それらの梁部材1,2の端部を支持する柱部材3,4とで夫々支持されている上側床スラブ5と下側床スラブ6とに亘って、二つの新たな耐震壁A(A1,A2)を鉛直方向に沿わせて一体に設置してある本発明による耐震壁設置構造を示し、上側床スラブ5と下側床スラブ6と各梁部材1,2と各柱部材3,4は、鉄筋コンクリートで互いに一体に構築してある。
Embodiments of the present invention will be described below with reference to the drawings.
[First Embodiment]
1 to 4 show a plurality of beam members 1 (1a, 1b), 2 (2a, 2b) and their
前記上側床スラブ5は、互いに平行な複数の縦方向上側梁部材1aと、それらの縦方向上側梁部材1aに直交する方向に沿って互いに平行な複数の横方向上側梁部材1bと、それらの上側梁部材1の端部を支持する複数の上側梁支持用柱部材3とで支持されている。
The
前記下側床スラブ6は、平面視で上側梁部材1と同じ配置で設けてある下側梁部材2であって、互いに平行な複数の縦方向下側梁部材2aと、それらの縦方向下側梁部材2aに直交する方向に沿って互いに平行な複数の横方向下側梁部材2bと、それらの下側梁部材2の端部を支持する複数の下側梁支持用柱部材4とで支持され、各下側梁支持用柱部材4の直上に上側梁支持用柱部材3を構築してある。
The
前記耐震壁Aとしては、壁面が略扁平な扁平耐震壁A1と、壁面が平面視で円弧状に湾曲している湾曲耐震壁A2とを設置してあり、いずれの耐震壁A1,A2も、その上部を互いに異なる二つの上側梁部材1、つまり、平行に隣り合う二つの縦方向上側梁部材1aの下側に亘って一連に配置してあるとともに、その下部を互いに異なる二つの下側梁部材2、つまり、平行に隣り合う二つの縦方向下側梁部材2aの上方に亘って一連に配置してある。
As the earthquake-resistant wall A, a flat earthquake-resistant wall A1 whose wall surface is substantially flat and a curved earthquake-resistant wall A2 whose wall surface is curved in an arc shape in a plan view are installed. Two
そして、扁平耐震壁A1は、縦方向上側梁部材1a及び縦方向下側梁部材2aに直交する方向に沿って鉛直に設置してあり、湾曲耐震壁A2は、その左右両端部を結ぶ線分Lが縦方向上側梁部材1a及び縦方向下側梁部材2aに対して斜めに交差する方向に沿って鉛直に設置してある。
The flat earthquake-resistant wall A1 is vertically installed along the direction orthogonal to the vertical
図5,図6は、扁平耐震壁A1の取り付け構造を示し、上辺部7と下辺部8の両端部を左右の側辺部9に溶接固定して略矩形に形成してある鋼製枠組み部材10を、上側床スラブ5と左右の縦方向上側梁部材1a、及び、下側床スラブ6にエポキシ樹脂などの接着材11で接着して建物側に略鉛直に一体固定し、その枠組み部材10の内側に鉄筋コンクリート板12を一体に設けてある。
5 and 6 show a mounting structure of the flat earthquake-resistant wall A1, and a steel framework member formed into a substantially rectangular shape by welding and fixing both end portions of the
前記枠組み部材10の上辺部7と下辺部8の夫々は、帯幅方向が水平方向に沿う帯状鋼板で形成してあり、左右の側辺部9の夫々は、縦方向上側梁部材1aの梁横側面に沿わせる帯状鋼板部分13と、縦方向上側梁部材1aと下側床スラブ6との間に鉛直方向に入り込ませるH型鋼や角筒状鋼管で構成してある鉛直フレーム部分14とを一体に溶接して形成してある。
Each of the
そして、上辺部7と下辺部8及び左右の側辺部9の枠組み部材内周側に、複数のアンカー鉄筋(シアー鉄筋)15を周方向に間隔を隔てて溶接固定するとともに、格子状の壁用鉄筋16を配筋し、両側を型枠(図外)で囲んだ状態でコンクリートを打設して、枠組み部材10と一体の鉄筋コンクリート板12を構築してある。
A plurality of anchor reinforcing bars (shear reinforcing bars) 15 are welded and fixed at intervals in the circumferential direction on the inner peripheral side of the frame member of the
前記湾曲耐震壁A2は、図示しないが、湾曲させた鋼製枠組み部材10の内側に、その枠組み部材10に沿って湾曲する鉄筋コンクリート板12を一体に構築して、扁平耐震壁A1と同様の取り付け構造で設けてある。
Although not shown, the curved seismic wall A2 is constructed by integrally constructing a reinforced
〔第2実施形態〕
図7,図8は、本発明による耐震壁設置構造の別実施形態を示し、平面視で、横方向上側梁部材1b及び横方向下側梁部材2bに対して斜めに交差する状態で、上部を二つの縦方向上側梁部材1aの下側に亘って一連に配置してあるとともに、下部を二つの縦方向下側梁部材2aの上方に亘って一連に配置してある耐震壁Aを設置してある。
[Second Embodiment]
7 and 8 show another embodiment of the seismic wall installation structure according to the present invention. In plan view, the upper part is obliquely intersected with the lateral
本実施形態では、枠組み部材10を、その上辺部7を形成する帯状鋼板を横方向上側梁部材1aに沿わせて接着して、建物側に略鉛直に一体に固定し、その枠組み部材10の内側に鉄筋コンクリート板12を一体に構築してある。
その他の構成は第1実施形態と同様である。
In this embodiment, the
Other configurations are the same as those of the first embodiment.
〔第3実施形態〕
図9,図10は、本発明による耐震壁設置構造の別実施形態を示し、上部を二つの縦方向上側梁部材1aの下側に亘って一連に配置してあり、下部を一つの縦方向下側梁部材2aの上方と、上側梁支持用柱部材3が直上に構築されていない下側梁支持用柱部材4の上方とに亘って一連に配置して、耐震壁Aを設置してある。
その他の構成は第1実施形態と同様である。
[Third Embodiment]
9 and 10 show another embodiment of the seismic wall installation structure according to the present invention, in which the upper part is arranged in series over the lower side of the two longitudinal
Other configurations are the same as those of the first embodiment.
〔その他の実施形態〕
1.本発明による耐震壁設置構造は、第1実施形態で示した耐震壁、つまり、帯状鋼板とH型鋼や角筒状鋼管とで形成してある枠組み部材の内側に鉄筋コンクリート板を一体に設けてある耐震壁に代えて、全体が鉄筋コンクリート製の耐震壁を、上側床スラブと上側梁部材及び下側床スラブに一体に設置してあっても良い。
2.本発明による耐震壁設置構造は、上側床スラブと上側梁部材及び下側床スラブにアンカー部材で一体に固定された耐震壁を設置して構成してあっても良い。
3.本発明による耐震壁設置構造は、下部を上側梁支持用柱部材が直上に構築されていない二つの下側梁支持用柱部材の上方に亘って一連に配置してある耐震壁を設置して構成してあっても良い。
4.本発明による耐震壁設置構造は、上側梁部材と上側梁支持用柱部材の配置と、下側梁部材と下側梁支持用柱部材の配置とが平面視で異なる上側床スラブと下側床スラブとに亘って、耐震壁を設置して構成してあっても良い。
5.本発明による耐震壁設置構造は、上部を建物外壁部に設けてある上側梁部材の下側に亘って配置し、下部を建物外壁部に設けてある下側梁部材又は下側梁支持用柱部材の上方に亘って配置してある耐震壁を設置して構成してあっても良い。
6.本発明による耐震壁設置構造は、耐震壁の上部を、互いに異なる上側梁部材のうちの、少なくとも一方の上側梁部材の横側部に亘って配置して、その上側梁部材と一体に設けてあっても良い。
7.本発明による耐震壁設置構造は、上下方向で隣り合う複数階部分の夫々に、平面視で同じ位置に配置した耐震壁を設置して構成してあっても良い。
8.本発明による耐震壁設置構造は、新たに建設する建物における耐震壁設置構造であっても良い。
[Other Embodiments]
1. The seismic wall installation structure according to the present invention is provided with a reinforced concrete plate integrally on the inner side of the seismic wall shown in the first embodiment, that is, a frame member formed of a strip-shaped steel plate and an H-shaped steel or a square tubular steel pipe. Instead of the seismic wall, a seismic wall made entirely of reinforced concrete may be integrally installed on the upper floor slab, the upper beam member, and the lower floor slab.
2. The earthquake-resistant wall installation structure according to the present invention may be configured by installing an earthquake-resistant wall integrally fixed to the upper floor slab, the upper beam member, and the lower floor slab with an anchor member.
3. In the seismic wall installation structure according to the present invention, the seismic wall is arranged in a series over the lower part of the two lower beam supporting column members where the upper beam supporting column member is not constructed immediately above. It may be configured.
4). The seismic wall installation structure according to the present invention includes an upper floor slab and a lower floor in which the arrangement of the upper beam member and the upper beam supporting column member and the arrangement of the lower beam member and the lower beam supporting column member are different in plan view. A seismic wall may be installed over the slab.
5). The seismic wall installation structure according to the present invention has an upper part arranged below the upper beam member provided on the building outer wall part and a lower beam member or a lower beam supporting column provided on the building outer wall part. A seismic wall arranged over the member may be installed.
6). The seismic wall installation structure according to the present invention is such that the upper part of the seismic wall is arranged over the lateral side of at least one of the upper beam members different from each other, and is provided integrally with the upper beam member. There may be.
7). The earthquake-resistant wall installation structure according to the present invention may be configured by installing earthquake-resistant walls arranged at the same position in plan view on each of a plurality of floor portions adjacent in the vertical direction.
8). The seismic wall installation structure according to the present invention may be a seismic wall installation structure in a newly constructed building.
1 梁部材
2 梁部材
3 柱部材
4 柱部材
5 上側床スラブ
6 下側床スラブ
A 耐震壁
DESCRIPTION OF
Claims (1)
前記耐震壁の上部を、前記上側床スラブを支持している梁部材であって、互いに異なる梁部材に亘って配置してあるとともに、
前記耐震壁の下部を、前記下側床スラブを支持している梁部材又は柱部材であって、互いに異なる梁部材又は柱部材の上方に亘って配置してある耐震壁設置構造。 A seismic wall installation structure in which seismic walls are installed across an upper floor slab and a lower floor slab that are respectively supported by a plurality of beam members and a column member that supports an end of the beam member. And
The upper part of the seismic wall is a beam member supporting the upper floor slab, and is arranged across different beam members,
A seismic wall installation structure in which a lower part of the seismic wall is a beam member or a column member that supports the lower floor slab, and is disposed over different beam members or column members.
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JP2006168729A JP4898317B2 (en) | 2006-06-19 | 2006-06-19 | Seismic wall installation structure |
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JP2006168729A JP4898317B2 (en) | 2006-06-19 | 2006-06-19 | Seismic wall installation structure |
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JP2007332728A true JP2007332728A (en) | 2007-12-27 |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008267058A (en) * | 2007-04-24 | 2008-11-06 | Shimizu Corp | Aseismatic reinforcing structure |
JP2009299312A (en) * | 2008-06-11 | 2009-12-24 | Takenaka Komuten Co Ltd | Aseismatic structure, construction method of aseismatic structure, and building |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH09310510A (en) * | 1996-05-23 | 1997-12-02 | Ohbayashi Corp | Earthquake resistant reinforcing construction of existing building |
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Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH09310510A (en) * | 1996-05-23 | 1997-12-02 | Ohbayashi Corp | Earthquake resistant reinforcing construction of existing building |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008267058A (en) * | 2007-04-24 | 2008-11-06 | Shimizu Corp | Aseismatic reinforcing structure |
JP2009299312A (en) * | 2008-06-11 | 2009-12-24 | Takenaka Komuten Co Ltd | Aseismatic structure, construction method of aseismatic structure, and building |
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