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JP4536079B2 - Reinforced structure of multistory parking lot - Google Patents
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JP4536079B2 - Reinforced structure of multistory parking lot - Google Patents

Reinforced structure of multistory parking lot Download PDF

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JP4536079B2
JP4536079B2 JP2007072587A JP2007072587A JP4536079B2 JP 4536079 B2 JP4536079 B2 JP 4536079B2 JP 2007072587 A JP2007072587 A JP 2007072587A JP 2007072587 A JP2007072587 A JP 2007072587A JP 4536079 B2 JP4536079 B2 JP 4536079B2
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reinforcing
existing
struts
main beam
beam member
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JP2008231767A (en
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幸吉 福嶋
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株式会社京浜建築設計事務所
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Description

この発明は、メリーゴーランド式の立体駐車場を補強するための補強構造に関する。   The present invention relates to a reinforcing structure for reinforcing a merry-go-round type parking lot.

メリーゴーランド式の立体駐車場は、中を空洞にすることはもちろんであるが、その周囲を鉄骨で組み上げただけのものが多く存在する。特に、昭和57年以前の立体駐車場は、揺れなどに対する水平耐力が極めて弱く、そのために耐震性に劣るものがほとんどであった。
なお、特許文献の調査は特にしていない。
Merry-go-round type multi-story parking lots are not only made hollow inside, but many of them are simply built around steel frames. In particular, the multilevel parking garage before 1982 had very weak horizontal strength against shaking, and therefore most of them were inferior in earthquake resistance.
The patent literature is not particularly investigated.

これに対して、構造が簡単で、しかも、耐震性に優れた補強構造が見当たらないというのが現状である。
この発明の目的は、構造が簡単で、しかも、耐震性に優れた立体駐車場の補強構造を提供することである。
On the other hand, the present situation is that there is no reinforcing structure that is simple in structure and excellent in earthquake resistance.
An object of the present invention is to provide a reinforcing structure for a multistory parking lot that has a simple structure and is excellent in earthquake resistance.

第1の発明は、平面形状を4角形あるいはほぼ4角形にするとともに、少なくとも四隅に支柱を設けた立体駐車場の補強構造において、互いに対向する少なくとも2本の上記既存の支柱を結ぶ仮想線の延長上に第1の補強用支柱を起立させるとともに、上記既存の支柱の中心を通りかつ上記仮想線に直交する方向の仮想線であって、上記既存の支柱よりも外側にさらに第2の補強用支柱を起立させ、既存の支柱と一対の補強用支柱とで三角形の頂点を構成する一方、これら三角形の頂点を構成する既存の支柱と補強用支柱とを、連結梁部材を介して三角構造体としてなり、かつ、互いに対向する補強用支柱間に補強用主梁部材を掛け渡し、しかも、これら補強用主梁部材を、補強用水平ブレースを介して既存の床構造体に連結した点に特徴を有する。   According to a first aspect of the present invention, there is provided a reinforced structure for a multi-story parking garage in which a planar shape is a quadrangular shape or a substantially quadrangular shape, and at least four corners are provided with pillars. A first reinforcing column is erected on the extension, and is a virtual line passing through the center of the existing column and perpendicular to the virtual line, and further a second reinforcement outside the existing column Standing up the supporting pillar, and the existing supporting pillar and the pair of reinforcing supporting pillars constitute the apex of the triangle, while the existing supporting pillar and the reinforcing supporting pillar constituting the apex of the triangle are connected to each other through a connecting beam member. The main beam members for reinforcement are bridged between the reinforcing columns facing each other, and the main beam members for reinforcement are connected to the existing floor structure via the horizontal braces for reinforcement. Has characteristics .

第2の発明は、互いに対向する補強用支柱間に複数の補強用水平ブレースをジグザグ状に設け、それら各補強用水平ブレースの一方を上記補強用主梁部材に固定し、他方を上記既存の床構造体に固定した点に特徴を有する。
第3の発明は、四隅に設けた4本の既存の支柱のそれぞれに、第1,2の補強用支柱を対応させるとともに、互いに対向する各補強用支柱間に補強用主梁部材を掛け渡した点に特徴を有する。
According to a second aspect of the present invention, a plurality of reinforcing horizontal braces are provided in a zigzag shape between reinforcing struts facing each other, one of the reinforcing horizontal braces is fixed to the reinforcing main beam member, and the other is It is characterized by being fixed to the floor structure.
According to a third aspect of the invention, the first and second reinforcing columns are associated with each of the four existing columns provided at the four corners, and the reinforcing main beam member is bridged between the reinforcing columns facing each other. It has the feature in the point.

第1の発明によれば、既存の支柱に対応付けて一対の補強用支柱を設けるとともに、それら補強用支柱と既存の支柱との間で三角構造体を構成するようにしたので、地震時の揺れ方向にかかわりなく、既存の支柱に対する作用力を分散させることができる。このような状況の中で、既存の支柱と補強用支柱とが3本柱を構成することになるので、立体駐車場における隅部の柱構造の強度が飛躍的に向上することになる。
また、上記のように柱構造の強度が向上する上に、これら柱構造間に補強用水平ブレースを介在させたので、その床構造体の水平耐力を飛躍的に向上させることができる。このように床構造体の水平耐力が大きくなればなるほど、その分、床剛性も大きくなり、それだけ耐震性が向上することになる。
According to the first invention, a pair of reinforcing struts are provided in association with the existing struts, and the triangular structure is configured between the reinforcing struts and the existing struts. Regardless of the direction of shaking, the acting force on the existing strut can be dispersed. In such a situation, the existing pillar and the reinforcing pillar constitute three pillars, so that the strength of the pillar structure at the corner in the multi-story parking lot is dramatically improved.
Further, the strength of the column structure is improved as described above, and the horizontal horizontal brace is interposed between the column structures, so that the horizontal strength of the floor structure can be dramatically improved. Thus, the greater the horizontal proof stress of the floor structure, the greater the floor rigidity, and the greater the earthquake resistance.

第2の発明によれば、互いに対向する補強用支柱間に複数の補強用水平ブレースをジグザグ状に設け、それら各補強用水平ブレースの一方を上記補強用主梁部材に固定し、他方を上記既存の床構造体に固定したので、補強用支柱間に三角形構造が平面的に連続することになる。したがって、床構造体の水平耐力がさらに大きくなり、さらなる耐震性能の向上を期待できる。
第3の発明によれば、立体駐車場の全体を、当該補強構造で囲えるので、その耐震性能をいっそう向上させることができる。
According to the second invention, a plurality of reinforcing horizontal braces are provided in a zigzag shape between the reinforcing columns facing each other, one of the reinforcing horizontal braces is fixed to the reinforcing main beam member, and the other is Since it fixed to the existing floor structure, a triangular structure will continue in plane between reinforcement support | pillars. Therefore, the horizontal proof stress of the floor structure is further increased, and further improvement in seismic performance can be expected.
According to the third invention, since the entire multistory parking lot is surrounded by the reinforcing structure, the seismic performance can be further improved.

第1実施形態を示す図1〜3は、既存のメリーゴーランド式立体駐車場Cの下側部分を、この発明の補強構造で囲った状態を示すものである。すなわち、この既存の立体駐車場Cは、図面上は10階建てであり、その3階部分までを当該補強構造Rで囲ったものである。
上記立体駐車場Cは、その四隅にH型鋼からなる支柱1a〜1dを起立させるとともに、互いに対向する上記支柱1a〜1d間に主梁部材2を掛け渡して各階における床構造体を構成するようにしている。なお、図中符号3は、上記主梁部材2間に掛け渡した既存の垂直ブレースである。
1-3 which show 1st Embodiment show the state which enclosed the lower side part of the existing merry-go-round type multistory parking lot C with the reinforcement structure of this invention. That is, this existing multistory parking lot C is 10 stories in the drawing, and up to the third floor part is surrounded by the reinforcing structure R.
The multistory parking lot C is configured such that the pillars 1a to 1d made of H-shaped steel stand up at the four corners, and the main beam member 2 is spanned between the pillars 1a to 1d facing each other to form a floor structure on each floor. I have to. Note that reference numeral 3 in the figure denotes an existing vertical brace spanned between the main beam members 2.

上記補強構造Rは、既存の支柱1a〜1dのそれぞれに対して、丸型鋼からなる2本の補強用支柱4,5を対応付けている。そして、上記補強用支柱のうち第1の補強用支柱4は、図2,3に示すように、互いに対向する2本の既存の支柱1aと1d、1bと1cとの中心を結ぶ仮想線L1の延長上に起立させている。また、第2の補強用支柱5は、2本の既存の支柱1aと1b、1cと1dとの中心を結ぶ仮想線L2の延長上に起立させている。すなわち、第2の補強用支柱5は、既存の支柱1a〜1dの中心を通りかつ仮想線L1に直交する方向の仮想線L2であって、上記既存の支柱よりも外側に起立させている。   The reinforcing structure R associates two reinforcing columns 4 and 5 made of round steel with each of the existing columns 1a to 1d. The first reinforcing column 4 among the reinforcing columns is an imaginary line L1 connecting the centers of two existing columns 1a and 1d, 1b and 1c facing each other, as shown in FIGS. Standing on the extension of. Further, the second reinforcing column 5 is erected on an extension of an imaginary line L2 connecting the centers of the two existing columns 1a and 1b, 1c and 1d. That is, the second reinforcing column 5 is an imaginary line L2 that passes through the center of the existing columns 1a to 1d and is orthogonal to the imaginary line L1, and is erected outward from the existing column.

上記のように既存の支柱1a〜1dのそれぞれに対して2本の補強用支柱4,5を対応付けることによって、既存の支柱1a〜1dと一対の補強用支柱4,5とで三角形の頂点を構成する関係にしている。さらに、これら三角形の頂点を、連結梁部材6を介して連結することによって、三角構造体を構成することになるが、上記連結梁部材6は、図3に拡大して示すように、一対の脚片6a,6bと、これら脚片6a、6bを連結する斜片6cとからなる。そして、上記脚片6a,6bの先端を、H型鋼からなる上記既存の支柱1a〜1dに溶接によって固定している。   By associating the two reinforcing columns 4 and 5 with each of the existing columns 1a to 1d as described above, the existing columns 1a to 1d and the pair of reinforcing columns 4 and 5 form a triangular vertex. It has a relationship to make up. Further, by connecting the vertices of the triangles via the connecting beam member 6, a triangular structure is formed. The connecting beam member 6 has a pair of pairs as shown in FIG. It consists of leg pieces 6a and 6b and a slant piece 6c that connects these leg pieces 6a and 6b. And the front-end | tip of the said leg pieces 6a and 6b is being fixed to the said existing support | pillar 1a-1d which consists of H type steel by welding.

上記のようにして既存の支柱1a〜1dに固定された連結梁部材6は、既存の支柱1a〜1dを頂点にする二等辺三角形を構成するが、この二等辺三角形が当該発明の三角構造体ということになる。
さらに、既存の支柱1a〜1dを頂点にする二等辺三角形を構成する連結梁部材6は、その両端に補強用主梁部材7を連結するとともに、これら補強用主梁部材7を介して、互いに対抗する連結梁部材6を連結している。このようにして連結された補強用主梁部材7は、図2に示すように、前記既存の主梁部材2と平行でかつほぼ同一のレベルに組みつけられるようにしている。
The connecting beam member 6 fixed to the existing struts 1a to 1d as described above constitutes an isosceles triangle having the existing struts 1a to 1d as apexes, and this isosceles triangle is the triangular structure of the present invention. It turns out that.
Further, the connecting beam members 6 forming an isosceles triangle having the existing struts 1a to 1d as vertices are connected to the reinforcing main beam members 7 at both ends thereof, and are connected to each other via the reinforcing main beam members 7. Opposing connecting beam members 6 are connected. As shown in FIG. 2, the reinforcing main beam member 7 connected in this manner is assembled in parallel with the existing main beam member 2 at substantially the same level.

補強用主梁部材7を、上記のように当該立体駐車場の周囲に張り巡らせたら、次に、図3に示すように、まず、連結梁部材6の斜片6cと平行にした補強用水平ブレース8を、既存の主梁部材2で構成される角部を横切らせるとともに、この補強用水平ブレース8を、上記主梁部材2,補強用主梁部材7のそれぞれに固定する。そして、この補強用主梁部材7の両端を起点にして、そこからさらに別の補強用水平ブレース9をジグザグ状にして設けるとともに、これら補強用水平ブレース9は、その一方の端部を補強用主梁部材7に固定し、他方の端部を、床構造体を構成する主梁部材2に固定している。
なお、図中符号10は、補強用の垂直ブレースである。
After the reinforcing main beam member 7 is stretched around the multi-story parking lot as described above, next, as shown in FIG. 3, first, the reinforcing horizontal beam parallel to the slanted piece 6c of the connecting beam member 6 is used. The brace 8 is caused to cross a corner portion formed by the existing main beam member 2 and the reinforcing horizontal brace 8 is fixed to the main beam member 2 and the reinforcing main beam member 7. Then, starting from both ends of the reinforcing main beam member 7, another reinforcing horizontal brace 9 is provided in a zigzag shape, and one end of the reinforcing horizontal brace 9 is provided for reinforcement. It is fixed to the main beam member 7 and the other end is fixed to the main beam member 2 constituting the floor structure.
In addition, the code | symbol 10 in a figure is a vertical brace for reinforcement.

上記のように既存の支柱1a〜1dとそれに対応付けて設けた補強用支柱4,5に、連結梁部材6、補強用主梁部材7および補強用水平ブレース8,9が支持されるとともに、図2に示すように、既存の立体駐車場Cの周囲が、上記連結梁部材6、補強用主梁部材7および補強用水平ブレース8,9で形成される、平面的に連続する三角形の構造で囲まれるので、水平方向の力が、いずれの方向から作用しても、それらの力を均等に分散させることができ、その分、当該立体駐車場Cの床剛性が飛躍的に向上することになる。   As described above, the connecting beam member 6, the reinforcing main beam member 7, and the reinforcing horizontal braces 8, 9 are supported by the existing supporting columns 1a to 1d and the reinforcing columns 4 and 5 provided in association therewith, As shown in FIG. 2, a planar continuous triangular structure is formed around the existing multistory parking lot C by the connecting beam member 6, the reinforcing main beam member 7 and the reinforcing horizontal braces 8 and 9. Therefore, even if horizontal force acts from any direction, the force can be evenly distributed, and the floor rigidity of the multistory parking lot C can be dramatically improved. become.

なお、上記実施形態では、既存の立体駐車場Cの下側部分、すなわち図1に示すように下から3階の部分までを補強構造Rで補強するようにしたが、必要に応じて補強構造Rの部分を多くしたりあるいは少なくしたりしてもよいこと当然である。   In the above embodiment, the lower portion of the existing parking lot C, that is, the portion from the bottom to the third floor as shown in FIG. 1 is reinforced by the reinforcing structure R. However, if necessary, the reinforcing structure Of course, the R portion may be increased or decreased.

また、図4に示した第2実施形態のように、2棟の立体駐車場C1,C2を連接したタイプの場合には、その外側の角部分の構造は、上記図1図3の場合と同じにする。ただし、両立体駐車場C1,C2の連接部分では、連結梁部材6を用いずに、補強用水平ブレース8のみを用いるようにする。つまり、立体駐車場C1,C2の連接部分の隅部のそれぞれに、補強用水平ブレース8を掛け渡すようにしている。 Also, good sea urchin of the second embodiment shown in FIG. 4, in the case of the two wings of the type concatenated parking structure C1, C2, the structure of the corner portion of the outer, in the case of FIGS. 1 to 3 Same as. However, only the reinforcing horizontal brace 8 is used in the connecting portions of the compatible-body parking lots C1 and C2 without using the connecting beam member 6. That is, the reinforcing horizontal brace 8 is hung over each of the corners of the connecting portions of the multistory parking lots C1 and C2.

第1実施形態の立体構造を示す斜視図である。It is a perspective view which shows the three-dimensional structure of 1st Embodiment. 第1実施形態の補強構造の平面図である。It is a top view of the reinforcement structure of a 1st embodiment. 第1実施形態の要部の拡大平面図である。It is an enlarged plan view of the principal part of 1st Embodiment. 第2実施形態の平面図である It is a top view of a 2nd embodiment .

符号の説明Explanation of symbols

1a〜1d 既存の支柱
4 第1の補強用支柱
5 第2の補強用支柱
6 連結梁部材
7 補強用主梁部材
8 補強用水平ブレース
9 補強用水平ブレー
1a~1d existing strut 4 first reinforcing strut 5 second reinforcement strut 6 connecting the beam member 7 reinforcing main beam member 8 reinforcing horizontal braces 9 reinforcing horizontal brace

Claims (3)

平面形状を4角形あるいはほぼ4角形にするとともに、少なくとも四隅に支柱を設けた立体駐車場の補強構造において、互いに対向する少なくとも2本の上記既存の支柱を結ぶ仮想線の延長上に第1の補強用支柱を起立させるとともに、上記既存の支柱の中心を通りかつ上記仮想線に直交する方向の仮想線であって、上記既存の支柱よりも外側にさらに第2の補強用支柱を起立させ、既存の支柱と一対の補強用支柱とで三角形の頂点を構成する一方、これら三角形の頂点を構成する既存の支柱と補強用支柱とを、連結梁部材を介して三角構造体としてなり、かつ、互いに対向する補強用支柱間に補強用主梁部材を掛け渡し、しかも、これら補強用主梁部材を、補強用水平ブレースを介して既存の床構造体に連結してなる立体駐車場の補強構造。   In the reinforcement structure of a multilevel parking garage in which the planar shape is a quadrangular shape or a substantially quadrangular shape, and at least four corners are provided with pillars, the first on the extension of the imaginary line connecting at least two existing pillars facing each other. Standing up the reinforcing struts and imaginary lines passing through the center of the existing struts and perpendicular to the imaginary line, and standing up the second reinforcing struts further outside the existing struts, The existing strut and the pair of reinforcing struts form a triangular apex, while the existing struts and reinforcing struts constituting the triangular apex are formed as a triangular structure via a connecting beam member, and A reinforcing structure for a multi-story parking garage in which reinforcing main beam members are bridged between reinforcing struts facing each other, and these reinforcing main beam members are connected to an existing floor structure through reinforcing horizontal braces. . 互いに対向する補強用支柱間に複数の補強用水平ブレースをジグザグ状に設け、それら各補強用水平ブレースの一方を上記補強用主梁部材に固定し、他方を上記既存の床構造体に固定してなる請求項1記載の立体駐車場の補強構造。   A plurality of reinforcing horizontal braces are provided in a zigzag shape between the reinforcing columns facing each other, and one of the reinforcing horizontal braces is fixed to the reinforcing main beam member, and the other is fixed to the existing floor structure. 2. The structure for reinforcing a multi-story parking lot according to claim 1. 四隅に設けた4本の既存の支柱のそれぞれに、第1,2の補強用支柱を対応させるとともに、互いに対向する各補強用支柱間に補強用主梁部材を掛け渡してなる請求項1又は2記載の立体駐車場の補強構造。   The first or second reinforcing column is associated with each of the four existing columns provided at the four corners, and the reinforcing main beam member is spanned between the reinforcing columns facing each other. Reinforcement structure of multistory parking lot according to 2.
JP2007072587A 2007-03-20 2007-03-20 Reinforced structure of multistory parking lot Expired - Fee Related JP4536079B2 (en)

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JP2651505B2 (en) * 1988-07-22 1997-09-10 清水建設株式会社 Frame structure of high-rise building
JPH09235892A (en) * 1995-12-28 1997-09-09 Kajima Corp Exterior renovation / reinforcement method for existing buildings
JP3713648B2 (en) * 1997-11-20 2005-11-09 清水建設株式会社 Seismic reinforcement method and structure for existing buildings
JP3777533B2 (en) * 1999-03-08 2006-05-24 清水建設株式会社 Seismic reinforcement building
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