JPH03107075A - Earthquake-and dire-proof structure of bulding - Google Patents
Earthquake-and dire-proof structure of buldingInfo
- Publication number
- JPH03107075A JPH03107075A JP24269189A JP24269189A JPH03107075A JP H03107075 A JPH03107075 A JP H03107075A JP 24269189 A JP24269189 A JP 24269189A JP 24269189 A JP24269189 A JP 24269189A JP H03107075 A JPH03107075 A JP H03107075A
- Authority
- JP
- Japan
- Prior art keywords
- elastic body
- seismic isolation
- earthquake
- heat insulating
- insulating material
- 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.)
- Granted
Links
- 239000000463 material Substances 0.000 claims abstract description 25
- 239000011810 insulating material Substances 0.000 claims abstract description 23
- 230000005489 elastic deformation Effects 0.000 claims abstract description 3
- 238000002955 isolation Methods 0.000 claims description 40
- 239000011248 coating agent Substances 0.000 abstract description 6
- 238000000576 coating method Methods 0.000 abstract description 5
- 239000000835 fiber Substances 0.000 description 5
- 230000009970 fire resistant effect Effects 0.000 description 4
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 3
- 239000000203 mixture Substances 0.000 description 3
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 239000011230 binding agent Substances 0.000 description 2
- 239000000919 ceramic Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 229910052751 metal Inorganic materials 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 239000000377 silicon dioxide Substances 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- RNFJDJUURJAICM-UHFFFAOYSA-N 2,2,4,4,6,6-hexaphenoxy-1,3,5-triaza-2$l^{5},4$l^{5},6$l^{5}-triphosphacyclohexa-1,3,5-triene Chemical compound N=1P(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP=1(OC=1C=CC=CC=1)OC1=CC=CC=C1 RNFJDJUURJAICM-UHFFFAOYSA-N 0.000 description 1
- 229920000742 Cotton Polymers 0.000 description 1
- 241000282485 Vulpes vulpes Species 0.000 description 1
- 238000005524 ceramic coating Methods 0.000 description 1
- UPHIPHFJVNKLMR-UHFFFAOYSA-N chromium iron Chemical compound [Cr].[Fe] UPHIPHFJVNKLMR-UHFFFAOYSA-N 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000003063 flame retardant Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Foundations (AREA)
- Building Environments (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
Description
【発明の詳細な説明】
[産業上の利用分野]
この発明は免震弾性体を備える複数の支柱によって支持
された建造物に係り、特にその免震耐火構造に関する。DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a building supported by a plurality of pillars provided with a seismic isolation elastic body, and particularly to its seismic isolation and fireproof structure.
[従来の技術コ
近年、ビルディング等の建造物1においては、第4図〜
第6図に示すように、その建造物lを支える複数の支柱
2の上下両分割部分2a,2b間に、ゴム等からなる免
震弾性体3が介装され、かつその弾性体3の上下両面に
設けたフランジ部4を介して支柱2の上下両分割部分2
a,2bに取り付けられており、第6図に示すように、
地震による横揺れをその免震弾性体3によって吸収して
建造物1の倒壊を防止するようにしている。[Conventional technology] In recent years, in structures 1 such as buildings,
As shown in FIG. 6, a seismic isolation elastic body 3 made of rubber or the like is interposed between the upper and lower divided portions 2a and 2b of the plurality of columns 2 that support the building l, and the upper and lower portions of the elastic body 3 are The upper and lower divided portions 2 of the column 2 are connected via the flange portions 4 provided on both sides.
a, 2b, as shown in Figure 6.
The building 1 is prevented from collapsing by absorbing the lateral shaking caused by the earthquake by the seismic isolation elastic body 3.
[発明が解決しようとする課題]
ところで、これまでの免震弾性体は一般に建造物と基礎
との間に設置されているのみであるため、耐火性能を要
求されることはなかった。しかし近年、敷地の有効利用
を図る等の目的で、建造物の各階における柱頭、柱脚間
等の主要構造体間に免震弾性体を設置して任意の階以上
を免震構造化するためには、免震構造体自身を耐火被覆
して、建築基準法に定める所定の耐火性能と同等以上の
性能を付与することが要求される。例えば、2時間の間
に1050℃まで加熱してその後に放冷するというよう
な加熱試験に対しては、免震構造体が設計上の耐震性等
の強度性能を失わないことが必要とされる。[Problems to be Solved by the Invention] By the way, conventional seismic isolation elastic bodies have generally only been installed between buildings and foundations, and therefore have not been required to have fire resistance. However, in recent years, in order to make effective use of the site, seismic isolation elastic bodies are installed between main structures such as column heads and column bases on each floor of a building to create a seismic isolation structure for any floor above. , it is required that the seismic isolation structure itself be covered with a fire-resistant coating to provide a fire-resistant performance equal to or higher than the prescribed fire-resistant performance stipulated in the Building Standards Act. For example, for a heating test in which the structure is heated to 1050°C for two hours and then allowed to cool, it is necessary that the seismic isolation structure does not lose its design strength performance such as earthquake resistance. Ru.
この発明は上記の事情を考慮してなされたものであって
、その目的は支柱が建築空間内に露出された場合でも、
免震弾性体を被覆しておくことができ、その耐火性を確
保することが可能な建造物の免震耐火構造を提供するこ
とにある。This invention was made in consideration of the above circumstances, and its purpose is to
To provide a seismic isolation fireproof structure for a building that can cover a seismic isolation elastic body and ensure its fire resistance.
[課題を解決するための手段及び作用]上記の目的を達
或するために、この発明では、免震弾性体を備える複数
の支柱によって支持された建造物において、前記免震弾
性体の外周面全体を、その免震弾性体の弾性変形に応じ
て変形可能な被覆材によって包囲すると共に、その被覆
材と免震弾性体との間には免震弾性体及び被覆材の変形
に応じて変形可能な断熱材を収容している。[Means and operations for solving the problem] In order to achieve the above object, in the present invention, in a building supported by a plurality of pillars provided with a seismic isolation elastic body, the outer circumferential surface of the seismic isolation elastic body The whole is surrounded by a sheathing material that can be deformed according to the elastic deformation of the seismic isolation elastic body, and there is a space between the sheathing material and the seismic isolation elastic body that deforms according to the deformation of the seismic isolation elastic body and the sheathing material. Contains possible insulation.
従って、免震弾性体は被覆材及び断熱材によって被覆さ
れ、その免震弾性体に対する所要の耐火性が確保される
。又、地震に伴う横揺れによって免震弾性体が変形した
場合、それに伴って被覆材及び断熱材が変形する。Therefore, the seismic isolation elastic body is covered with a covering material and a heat insulating material, and the required fire resistance of the seismic isolation elastic body is ensured. Further, when the seismic isolation elastic body is deformed due to lateral shaking caused by an earthquake, the covering material and the heat insulating material are deformed accordingly.
[実施例]
以下、この発明を具体化した第一実施例を第1図に従っ
て詳細に説明する。[Example] Hereinafter, a first example embodying the present invention will be described in detail with reference to FIG.
免震弾性体3の外周面から所定間隔を隔ててその外周面
を包囲するように、上下のフランジ部4間には、可撓性
及び耐熱性を有するステンレス板材により、蛇腹状に形
威された被覆材21が装着されている。被覆材21と免
震弾性体3との間にはアルξナーシリカ系セラξソクス
繊維からなる断熱材22が充填されている。前記被覆材
21の耐熱温度は1100℃である。又、前記断熱材2
2は、イビデン株式会社製のスーパーバルク(商品名)
であり、3i02.52%,AI203.48%を含み
、平均繊維径は2μm,嵩比重は0.2g/cd,耐熱
温度は1260℃である。A flexible and heat-resistant stainless steel plate is formed into a bellows shape between the upper and lower flange portions 4 so as to surround the outer peripheral surface of the elastic body 3 at a predetermined interval. A covering material 21 is attached. Between the covering material 21 and the seismic isolation elastic body 3 is filled a heat insulating material 22 made of aluminous silica-based seracus fiber. The heat resistant temperature of the covering material 21 is 1100°C. Moreover, the heat insulating material 2
2 is Super Bulk (product name) manufactured by IBIDEN Co., Ltd.
It contains 02.52% 3i and 203.48% AI, has an average fiber diameter of 2 μm, a bulk specific gravity of 0.2 g/cd, and a heat resistance temperature of 1260°C.
上記の被覆材2l及び断熱材22は、建造物の構築時、
若しくは駐車場等を構築するために地下工事によって支
柱2が露出された時、免震弾性体3に装着される。従っ
て、両者21.22により、免震弾性体3の耐火性を確
保できる。又、地震による横揺れ発生時にも、免震弾性
体3の変形に応じて、被覆材21及び断熱材22を変形
させることができ、支柱2からそれらが妄りに落下する
ことがない。The above-mentioned covering material 2l and heat insulating material 22 are used when constructing a building.
Alternatively, when the support column 2 is exposed due to underground construction to construct a parking lot or the like, it is attached to the seismic isolation elastic body 3. Therefore, the fire resistance of the seismic isolation elastic body 3 can be ensured by both 21 and 22. Furthermore, even when a lateral shake occurs due to an earthquake, the covering material 21 and the heat insulating material 22 can be deformed in accordance with the deformation of the seismic isolation elastic body 3, so that they will not accidentally fall from the support column 2.
尚、前記被覆材21については、第2図に示すように、
その中央部分を外方に膨らませることによって、免震弾
性体3の変形に応じて変形するように構戒しても良い。As for the covering material 21, as shown in FIG.
By expanding the central portion outward, it may be deformed in accordance with the deformation of the seismic isolation elastic body 3.
次に、第二実施例について説明すると、第3図(a),
(b)に示すように、被覆材3lはセラ嵩ツクファ
イバー(CF),難燃スフ綿繊維及び鉄−クロム線製の
芯線からなる撚り糸によって織られたクロスによって構
威されており、前記第一実施例と同様に、その上下両辺
縁部にて前記フランジ部4に固定されている。前記被覆
材31は下記の表に示す特性を有するものである。Next, to explain the second embodiment, Fig. 3(a),
As shown in (b), the covering material 3l is composed of a cloth woven from twisted threads made of ceramic bulk fiber (CF), flame-retardant cotton fiber, and iron-chromium wire core wire. As in the first embodiment, it is fixed to the flange portion 4 at both its upper and lower edges. The covering material 31 has the characteristics shown in the table below.
厚さ
坪量
引張り強度
耐熱温度
21l
lkg/rrf
30k+r/ an!
1100℃
断熱材32は、前記第一実施例で使用したものと同一組
或のアルξナーシリカ系セラ5フクス繊維90重量部に
、無機質バインダー8重量部と有機質バインダー2重量
部とを混合した戒形材料によってリング状に戒形されて
いる。Thickness Basis Weight Tensile Strength Heat Resistant Temperature 21l lkg/rrf 30k+r/an! 1100°C The heat insulating material 32 is made of a mixture of 90 parts by weight of alumina-silica-based Cera 5 Fuchs fibers of the same composition as that used in the first embodiment, 8 parts by weight of an inorganic binder and 2 parts by weight of an organic binder. It is shaped like a ring using the material.
この断熱材32を成形するには、先ず、前記の各材料を
水と混合し、かつセラξツクス繊維を解繊して、約1重
量%のスラリーを調製する。次に、このスラリーを真空
吸引金型に供給してパイプ状に或形し、その戒形品が変
形しないように乾燥させる。次いで、リング状に切断す
る。尚、その際、リング状断熱材32の両端面には第3
図(C)に示すように、変形時の各断熱材32の摩耗を
防止し、摺動性を良好にするために、熱伝導性(ヒート
ブリッジ)を考慮の上、ステンレス等の金属製の摩耗防
止板33を接着固定したり、セラミフク系コーティング
剤(イビデン株式会社製.商品名イビコート)でコーテ
ィングしてもよい。To form the heat insulating material 32, first, each of the above-mentioned materials is mixed with water and the ceramic fibers are defibrated to prepare a slurry having a concentration of about 1% by weight. Next, this slurry is fed into a vacuum suction mold to be shaped into a pipe, and then dried to prevent the shaped product from being deformed. Then cut into rings. In addition, at that time, a third
As shown in Figure (C), in order to prevent wear of each heat insulating material 32 during deformation and to improve sliding properties, metal such as stainless steel is used in consideration of thermal conductivity (heat bridge). The wear prevention plate 33 may be fixed with adhesive or may be coated with a ceramic coating agent (manufactured by IBIDEN Co., Ltd., trade name: IBICOAT).
そして、この実施例では、上記の複数の断熱材32が前
記両フランジ4間にて互いに相対移動可能に摺接するよ
うに被覆材31の内側において前記免震弾性体3の外周
に配設されている。In this embodiment, the plurality of heat insulating materials 32 are arranged on the outer periphery of the seismic isolation elastic body 3 inside the sheathing material 31 so as to be in sliding contact with each other between the two flanges 4 so as to be able to move relative to each other. There is.
尚、リング状に切断された断熱材32を免震弾性体3の
外周に配設するする方法として、前記両フランジ4が免
震弾性体3と一体で形威されている場合には、例えば前
記リング状の断熱材32を2分割して、免震弾性体3の
周囲に配置した後、各分割部分を高温耐火性接着剤(イ
ビデン株式会社製.商品名イビダイン)で接着固定して
もよい。In addition, as a method of arranging the heat insulating material 32 cut into a ring shape around the outer periphery of the seismic isolation elastic body 3, when both the flanges 4 are integrally formed with the seismic isolation elastic body 3, for example, The ring-shaped heat insulating material 32 may be divided into two parts and placed around the seismic isolation elastic body 3, and then each divided part may be adhesively fixed with a high-temperature fire-resistant adhesive (manufactured by IBIDEN Co., Ltd., trade name: IBIDINE). good.
従って、第二実施例においても、免震弾性体3に耐火性
を付与することができる。又、第3図(b)に示すよう
に、地震による横揺れ発生時に、各支柱2の上下両分割
部分2a,2b間に位置ずれが生じて免震弾性体3が変
形する場合には、その変形に応じて断熱材32が水平方
向へそれぞれ移動すると共に、被覆材31が変形する。Therefore, also in the second embodiment, fire resistance can be imparted to the seismic isolation elastic body 3. Further, as shown in FIG. 3(b), when a horizontal shaking occurs due to an earthquake, a positional shift occurs between the upper and lower divided portions 2a and 2b of each column 2, and the seismic isolation elastic body 3 is deformed. In accordance with the deformation, the heat insulating material 32 moves in the horizontal direction, and the covering material 31 deforms.
そのため、地震に際しても、免震弾性体3を被覆状態に
保持できると共に、断熱材32自身の破損も防止できる
。又、断熱材32の両端面には金属製の摩耗防止板33
を接着したので、断熱材32の移動に伴う摩耗を防止す
ることができる。Therefore, even in the event of an earthquake, the seismic isolation elastic body 3 can be maintained in a covered state, and damage to the heat insulating material 32 itself can be prevented. Also, metal wear prevention plates 33 are provided on both end surfaces of the heat insulating material 32.
Since the heat insulating material 32 is bonded to the heat insulating material 32, wear caused by movement of the heat insulating material 32 can be prevented.
尚、この発明は前記各実施例の断熱材の組或及び形状等
に限定されるものではなく、それらを適宜に変更するこ
とも可能である。It should be noted that the present invention is not limited to the composition and shape of the heat insulating materials in each of the embodiments described above, and these can be changed as appropriate.
[発明の効果]
以上詳述したように、この発明は支柱が建築空間内に露
出された場合でも、免震弾性体を被覆して、その耐熱性
を確保することができるという優れた効果を発揮する。[Effects of the Invention] As detailed above, the present invention has the excellent effect that even when a support column is exposed in a building space, it can be covered with a seismic isolation elastic body to ensure its heat resistance. Demonstrate.
第1図はこの発明を具体化した第一実施例における支柱
の部分正面図、第2図は変形例を示す部分正面図、第3
図(a)は第二実施例における支柱の部分正断面図、第
3図(b)は同じく横揺れ時における部分正断面図、第
3図(c)は断熱材の拡大断面図、第4図は建造物の説
明図、第5図は支柱の免震弾性体取付け部を示す部分正
面図、第6図は同しく横揺れ時における部分正面図であ
る。
1・・・建造物、2・・・支柱、3・・・免震弾性体、
21.31・・・被覆材,22.32・・・断熱材。FIG. 1 is a partial front view of a support column in a first embodiment embodying this invention, FIG. 2 is a partial front view showing a modified example, and FIG.
Figure (a) is a partial front cross-sectional view of the support column in the second embodiment, Figure 3 (b) is a partial front cross-sectional view also during rolling, Figure 3 (c) is an enlarged cross-sectional view of the heat insulating material, The figure is an explanatory diagram of the building, FIG. 5 is a partial front view showing the attachment portion of the seismic isolation elastic body of the support column, and FIG. 6 is a partial front view of the building during horizontal shaking. 1... Building, 2... Support column, 3... Seismic isolation elastic body,
21.31... Covering material, 22.32... Heat insulation material.
Claims (1)
て支持された建造物(1)において、前記免震弾性体(
3)の外周面全体を、その免震弾性体(3)の弾性変形
に応じて変形可能な被覆材(21、31)によって包囲
すると共に、その被覆材(21、31)と免震弾性体(
3)との間には免震弾性体(3)及び被覆材(21、3
1)の変形に応じて変形可能な断熱材(22、32)を
収容したことを特徴とする建造物の免震耐火構造。1 In a building (1) supported by a plurality of columns (2) provided with a seismic isolation elastic body (3), the seismic isolation elastic body (
3) is surrounded by a sheathing material (21, 31) that can be deformed according to the elastic deformation of the seismic isolation elastic body (3), and the sheathing material (21, 31) and the seismic isolation elastic body (
3), there is a seismic isolation elastic body (3) and a covering material (21, 3
1) A seismic isolation and fireproof structure for a building, characterized by housing a heat insulating material (22, 32) that can be deformed according to the deformation of the structure.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1242691A JPH083283B2 (en) | 1989-09-19 | 1989-09-19 | Seismic isolation fireproof structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1242691A JPH083283B2 (en) | 1989-09-19 | 1989-09-19 | Seismic isolation fireproof structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH03107075A true JPH03107075A (en) | 1991-05-07 |
JPH083283B2 JPH083283B2 (en) | 1996-01-17 |
Family
ID=17092807
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1242691A Expired - Lifetime JPH083283B2 (en) | 1989-09-19 | 1989-09-19 | Seismic isolation fireproof structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH083283B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007126831A (en) * | 2005-11-01 | 2007-05-24 | Sekisui Chem Co Ltd | Sleeper and sleeper heat resistant cover |
JP2013243889A (en) * | 2012-05-22 | 2013-12-05 | Mitsui High Tec Inc | Manufacturing method and apparatus of laminated core |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01154926A (en) * | 1987-12-09 | 1989-06-16 | Sumitomo Rubber Ind Ltd | Earthquakeproof device |
JPH01131702U (en) * | 1988-02-29 | 1989-09-07 |
-
1989
- 1989-09-19 JP JP1242691A patent/JPH083283B2/en not_active Expired - Lifetime
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01154926A (en) * | 1987-12-09 | 1989-06-16 | Sumitomo Rubber Ind Ltd | Earthquakeproof device |
JPH01131702U (en) * | 1988-02-29 | 1989-09-07 |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007126831A (en) * | 2005-11-01 | 2007-05-24 | Sekisui Chem Co Ltd | Sleeper and sleeper heat resistant cover |
JP2013243889A (en) * | 2012-05-22 | 2013-12-05 | Mitsui High Tec Inc | Manufacturing method and apparatus of laminated core |
Also Published As
Publication number | Publication date |
---|---|
JPH083283B2 (en) | 1996-01-17 |
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