JPS62107057U - - Google Patents
Info
- Publication number
- JPS62107057U JPS62107057U JP19900285U JP19900285U JPS62107057U JP S62107057 U JPS62107057 U JP S62107057U JP 19900285 U JP19900285 U JP 19900285U JP 19900285 U JP19900285 U JP 19900285U JP S62107057 U JPS62107057 U JP S62107057U
- Authority
- JP
- Japan
- Prior art keywords
- basement
- wall
- ground floor
- seismic isolation
- outer peripheral
- 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
- 238000002955 isolation Methods 0.000 claims description 5
- 230000002093 peripheral effect Effects 0.000 claims description 5
- 235000008331 Pinus X rigitaeda Nutrition 0.000 claims description 2
- 235000011613 Pinus brutia Nutrition 0.000 claims description 2
- 241000018646 Pinus brutia Species 0.000 claims description 2
- 238000006073 displacement reaction Methods 0.000 claims 2
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Description
第1図は本考案の実施例を示した断面図であり
、第2図はその一部拡大断面図である。
A:免震構造物、B:地上階、C:地階、G:
地盤面、1:基礎、2:マツトスラブ、3:免震
装置、4b:外周壁、4b′:小壁、5c:地階
外周壁、6:擁壁、6a:防雨壁、7:床スラブ
、4g,5g,6g,7g:間隙。
FIG. 1 is a sectional view showing an embodiment of the present invention, and FIG. 2 is a partially enlarged sectional view thereof. A: Seismic isolation structure, B: Ground floor, C: Basement, G:
Ground surface, 1: Foundation, 2: Pine slab, 3: Seismic isolation device, 4b: Peripheral wall, 4b': Small wall, 5c: Basement peripheral wall, 6: Retaining wall, 6a: Rainproof wall, 7: Floor slab, 4g, 5g, 6g, 7g: Gap.
Claims (1)
けられてある、地階を有する免震構造物であり、
地上階は地階より外周側へ突出しており、地階外
周の、上端に雨水の浸入を防ぐ防雨壁が突設され
た土留擁壁と地階外周壁間及び防雨壁と地上階外
周壁間には水平方向に、建物の水平変位量に対応
した間隙が、地上階床スラブと防雨壁間及び地上
階外周壁と地盤面間には鉛直方向に、建物の鉛直
変位量に対応した間隙が連続してそれぞれ設けら
れてあることを特徴とする免震構造物。 It is a seismic isolation structure with a basement where a seismic isolation device is installed between the building foundation and the pine slab.
The ground floor protrudes from the basement to the outer periphery, and there is a retaining wall on the outer periphery of the basement with a rainproof wall protruding from the upper end to prevent rainwater from entering, and between the basement outer peripheral wall and between the rainproof wall and the ground floor outer peripheral wall. In the horizontal direction, there is a gap corresponding to the amount of horizontal displacement of the building, and in the vertical direction, there is a gap corresponding to the amount of vertical displacement of the building between the ground floor slab and the rainproof wall and between the ground floor outer peripheral wall and the ground surface. A seismic isolation structure characterized by being provided in succession.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP19900285U JPH0229168Y2 (en) | 1985-12-24 | 1985-12-24 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP19900285U JPH0229168Y2 (en) | 1985-12-24 | 1985-12-24 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS62107057U true JPS62107057U (en) | 1987-07-08 |
JPH0229168Y2 JPH0229168Y2 (en) | 1990-08-06 |
Family
ID=31160220
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP19900285U Expired JPH0229168Y2 (en) | 1985-12-24 | 1985-12-24 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0229168Y2 (en) |
-
1985
- 1985-12-24 JP JP19900285U patent/JPH0229168Y2/ja not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPH0229168Y2 (en) | 1990-08-06 |