JPH0960009A - Base isolation foundation - Google Patents
Base isolation foundationInfo
- Publication number
- JPH0960009A JPH0960009A JP25670995A JP25670995A JPH0960009A JP H0960009 A JPH0960009 A JP H0960009A JP 25670995 A JP25670995 A JP 25670995A JP 25670995 A JP25670995 A JP 25670995A JP H0960009 A JPH0960009 A JP H0960009A
- Authority
- JP
- Japan
- Prior art keywords
- plate
- flat spring
- beam member
- foundation
- top plate
- 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.)
- Pending
Links
Landscapes
- Foundations (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】小建築物の免震基礎。[Technical field to which the invention pertains] Seismic isolation foundation for small buildings.
【0002】[0002]
【従来の技術】比較すべき従来の技術がない。2. Description of the Related Art There is no conventional technique to compare with.
【0003】[0003]
【発明が解決しようとする課題】仮えば住宅のような小
建築物を地震破かいから守るため、基礎構造の中に上部
構造物への地震力の影響を小さくする。In order to protect small buildings such as houses from earthquake damage, it is necessary to reduce the influence of seismic force on superstructures in the foundation structure.
【0004】[0004]
【課題を解決するための手段】布基礎を礎版部材と梁部
材に分離して礎版部材と梁部材の間に地震力を吸収す
る。A cloth foundation is separated into a foundation member and a beam member to absorb seismic force between the foundation member and the beam member.
【0005】脚板が礎版部材の幅方向と基礎方向に十字
形にななめ下方に延びる4点支持或は基礎方向にのみな
なめ下方に延びる2点支持弾性山形平バネ体を梁部材の
下面の要所にボルト固定しA leg plate is cruciform licked in the width direction and the foundation direction of the foundation plate member. Four-point support extending downwards or two-point support elastic mountain flat spring bodies extending downwards only in the foundation direction are provided on the lower surface of the beam member. Bolted in place
【0006】弾性山形平バネ体を固定した梁部材を礎版
部材上面の通し溝上に布設しA beam member to which an elastic chevron flat spring body is fixed is laid on the through groove on the upper surface of the foundation plate member.
【0007】礎版部材と梁部材の間に土砂の侵入を防ぐ
遮板の下端部を通し溝に挿入し、梁部材の左右両側に立
てThe lower end of the shielding plate that prevents the intrusion of earth and sand between the foundation plate member and the beam member is inserted into the through groove, and it is erected on both left and right sides of the beam member.
【0008】梁部材の左右両側に土砂を埋め、遮板を安
定させる。[0008] Earth and sand are buried on both left and right sides of the beam member to stabilize the shield plate.
【0009】[0009]
【発明の実施の形態】地震力が作用する場合、地震力の
揺れを4点支持弾性山形平バネ体或は、2点支持弾性山
形平バネ体の弾性力で吸収するため地震力を上部構造に
伝達しない。BEST MODE FOR CARRYING OUT THE INVENTION When a seismic force acts, the seismic force fluctuation is absorbed by the elastic force of a 4-point supporting elastic chevron flat spring body or a 2-point supporting elastic chevron flat spring body. Do not communicate to.
【0010】[0010]
【実施例】実施例について図面を参照して説明する。4
点支持弾性山形平バネ体(A)は中央にボルト孔(1)
を有する角形天板(2)から斜板(3)がななめ下方に
接続され更に、天板(2)と平行する脚板(4)が十字
形に斜板(3)に接続構成される。(図1)An embodiment will be described with reference to the drawings. Four
The point-supporting elastic chevron flat spring body (A) has a bolt hole (1) in the center.
The swash plate (3) is connected to the sloping plate (2) from the rectangular top plate (2) having the above, and the leg plate (4) parallel to the top plate (2) is connected to the swash plate (3) in a cross shape. (Fig. 1)
【0011】又、図2に示すようにボルト孔(1)を有
する角形天板(2)両端に斜板(3)をななめ下方に外
開きに接続し、更に左右斜板(3)に脚板(4)を天板
(2)と平行に接続した2点支持弾性山形平バネ体
(B)を用いることができる。Further, as shown in FIG. 2, a swash plate (3) is licked at both ends of a rectangular top plate (2) having a bolt hole (1) and connected downward to the outside, and further leg plates are attached to the left and right swash plates (3). A two-point supporting elastic chevron flat spring body (B) in which (4) is connected in parallel with the top plate (2) can be used.
【0012】弾性山形平バネ体(A)(B)は鋼板、ス
テンレス、その他金属を材料とし一枚の平板金属板から
プレス加工により製造される。The elastic chevron flat spring bodies (A) and (B) are manufactured from a single flat metal plate by pressing, using steel plates, stainless steel, and other metals as materials.
【0013】また、折曲部の弾性力を上部構造物の荷重
(水平力を含む)と地震力の作用をうけ適性に地震力を
吸収しなければならないからFurther, the seismic force must be absorbed appropriately under the influence of the elastic force of the bent portion and the load of the upper structure (including horizontal force) and seismic force.
【0014】これを考慮し弾性山形平バネ体(A)
(B)の厚さ、幅及び折曲部の曲げ半径の大きさを設計
しなければならない。In consideration of this, an elastic chevron flat spring body (A)
The thickness and width of (B) and the size of the bending radius of the bent portion must be designed.
【0015】前記、弾性山形平バネ体(A)(B)を予
め計算された間隔に梁部材(C)の下面(5)要所に埋
設されたインサートナット(6)(アンカー鉄筋につ
き)にThe elastic chevron flat spring bodies (A) and (B) are attached to insert nuts (6) (per anchor rebar) embedded in the lower surface (5) of the beam member (C) at predetermined intervals.
【0016】ボルト孔(1)を合わせ、かつ弾性山形平
バネ体(A)(B)を用いる場合、梁部材(C)の長さ
方向に脚板(4)方向をあわせボルト孔(1)に固定ボ
ルト(7)を螺合固定する。When the bolt hole (1) is aligned and the elastic chevron flat spring bodies (A) and (B) are used, the leg plate (4) direction is aligned with the length direction of the beam member (C) and the bolt hole (1) is aligned. Screw the fixing bolt (7).
【0017】弾性山形平バネ体(A)(B)を固定した
梁部材(C)は、十分な地耐力を有する地盤上に基礎方
向に布設された礎版部材(D)上で接続金具(構造内容
は自由に選択できる。)で構造的一体に連続布設する。The beam member (C) to which the elastic chevron flat spring bodies (A) and (B) are fixed is connected on the foundation plate member (D) installed in the foundation direction on the ground having a sufficient earth bearing strength. The content of the structure can be freely chosen.)
【0018】礎版部材(D)上に弾性山形平バネ体
(A)(B)を固定した梁部材(C)を布設するには、
礎版部材(D)上面の通し溝(8)方向に弾性山形平バ
ネ体(A)(B)の脚板(4)方向を揃え順次布設す
る。In order to lay a beam member (C) on which the elastic chevron flat spring bodies (A) and (B) are fixed on the foundation plate member (D),
The leg plates (4) of the elastic chevron flat spring bodies (A) and (B) are aligned and sequentially laid in the direction of the through groove (8) on the upper surface of the foundation plate member (D).
【0019】次に、礎版部材(D)面と梁部材(C)の
間に、弾性力を阻害する土砂(4)の侵入を防ぐ腐朽し
ない仮えばセメント板のような材料で造る遮板(10)
の下端部を通し溝(8)と梁部材(C)の左右側面(1
1)に添って挿入し、遮板(10)外側に土砂(9)を
埋め、遮板(10)を安定させる。Next, between the surface of the foundation plate member (D) and the beam member (C), a shielding plate made of a material such as a cement plate which does not decay and prevents intrusion of earth and sand (4) which impedes elastic force is provided. (10)
Through the lower end of the beam (8) and the left and right side surfaces (1) of the beam member (C).
Insert along 1) and fill the outside of the shield plate (10) with earth and sand (9) to stabilize the shield plate (10).
【0020】地震により上部構造物が揺れても遮板(1
0)は粱部材(C)側面(11)に固定されていないた
め自由に上、下摺動できる。Even if the upper structure is shaken by an earthquake, the shield plate (1
0) is not fixed to the side surface (11) of the slag member (C), so that it can freely slide up and down.
【0021】地震力が作用し上部構造物が上、下に揺れ
ても、天板(2)から斜板(3)、脚板(4)に応力が
伝達されEven if the upper structure sways up and down due to the seismic force, the stress is transmitted from the top plate (2) to the swash plate (3) and the leg plate (4).
【0022】特に脚板(4)は礎版部材(D)通し溝
(8)で外方向にずれ地震力を吸収し、また地震力から
解放されれば、弾性山形平バネ体(A)(B)の弾性力
により復元する。In particular, the leg plate (4) is shifted outward by the through groove (8) of the foundation plate member (D) to absorb the seismic force, and if released from the seismic force, the elastic chevron flat spring bodies (A) (B) are used. ) Is restored by the elastic force.
【0023】また、4点支持弾性山形平バネ体(A)は
地震力を十字形方向のいずれから受けても対応できる利
点がある。Further, the 4-point supporting elastic chevron flat spring body (A) has an advantage that it can deal with the seismic force from any of the cross directions.
【0024】[0024]
【発明の効果】本発明は上述のとおり構成されているの
で、次に記載する効果を奏する。Since the present invention is configured as described above, it has the following effects.
【0025】地震力によって基礎上部構造物が上下、左
右にゆれても礎版部材(D)と梁部材(C)の間に4
点、或は2点支持弾性山形平バネ体(A)(B)が設け
られて、これらの弾性によりて地震力は吸収され上部構
造物は地震破かいをまぬがれる。Even if the foundation superstructure swings up and down or left and right due to the seismic force, it is possible that the space between the foundation plate member (D) and the beam member (C) is
The point or two-point supporting elastic chevron flat spring bodies (A) and (B) are provided, and by these elasticity, seismic force is absorbed and the upper structure is protected from earthquake damage.
【図1】4点支持弾性山形平バネ体の斜面図である。FIG. 1 is a perspective view of a 4-point supporting elastic chevron flat spring body.
【図2】2点支持弾性山形平バネ体の斜面図である。FIG. 2 is a perspective view of a two-point supporting elastic chevron flat spring body.
【図3】4点支持弾性山形平バネ体を梁部材下面に固定
し、礎版部材通し溝に布設した状態を示す要部垂直断面
図である。FIG. 3 is a vertical cross-sectional view of an essential part showing a state in which a 4-point supporting elastic chevron flat spring body is fixed to the lower surface of a beam member and installed in a foundation plate member through groove.
【図4】4点支持弾性山形平バネ体を梁部材下面に固定
し、礎版部材通し溝に布設した状態を示す図3a−aに
おける断面図である。FIG. 4 is a cross-sectional view in FIG. 3a-a showing a state in which a four-point supporting elastic chevron flat spring body is fixed to the lower surface of the beam member and is installed in the foundation plate member through groove.
【図5】4点支持弾性山形平バネ体と通し溝との関係を
示す平面図である。FIG. 5 is a plan view showing the relationship between a 4-point supporting elastic chevron flat spring body and a through groove.
【図6】2点支持弾性山形平バネ体と通し溝との関係を
示す平面図である。FIG. 6 is a plan view showing a relationship between a two-point supporting elastic chevron flat spring body and a through groove.
1 ボルト孔 2 天板 3 斜板 4 脚板 5 下面 6 インサートナット 7 固定ボルト 8 通し溝 9 土砂 10 遮板 11 側面 A 4点支持弾性山形平バネ体 B 2点支持弾性山形平バネ体 C 梁部材 D 礎版部材 1 bolt hole 2 top plate 3 swash plate 4 leg plate 5 lower surface 6 insert nut 7 fixing bolt 8 through groove 9 earth and sand 10 shield plate 11 side surface A 4 point supporting elastic mountain flat spring body B 2 point supporting elastic mountain spring flat body C beam member D foundation member
Claims (2)
なめ下方に延設し、更に斜板(3)に、天板(2)と平
行に脚板(4)を接続した4点支持弾性山形平バネ体
(A)の天板(2)を梁部材(C)、下面(5)要所に
ボルト(7)固定し、礎版部材(D)通し溝(8)に梁
部材(C)を連続布設し、梁部材(C)の左右側面(1
1)に遮板(10)下端部を通し溝(8)に挿入立上げ
遮板(10)の外側に土砂(9)を埋める構成を特長と
する、免震基礎。1. A swash plate (3) is licked from the top plate (2) in a cross shape and extends downward, and a leg plate (4) is connected to the swash plate (3) in parallel with the top plate (2). The top plate (2) of the four-point-supporting elastic chevron flat spring body (A) is fixed to the beam member (C) and the lower surface (5) by bolts (7), and is attached to the foundation plate member (D) through groove (8). The beam member (C) is continuously laid, and the left and right side faces (1
The seismic isolation foundation is characterized in that 1) the lower end of the shield plate (10) is inserted into the groove (8) and the earth (sand) (9) is buried outside the rising shield plate (10).
に延設し、更に斜坂(3)に天板(2)と平行に脚板
(4)を基礎方向に接続した2点支持弾性山形平バネ体
(B)の天板(2)を梁部材(C)下面(5)要所にボ
ルト(7)固定する、請求項1記載の免震基礎。2. A swash plate (3) is licked and extended downward from the top plate (2), and a leg plate (4) is connected to the slope (3) in parallel with the top plate (2) in the base direction. The seismic isolation base according to claim 1, wherein the top plate (2) of the point-supporting elastic flat spring body (B) is fixed to the lower surface (5) of the beam member (C) by bolts (7).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP25670995A JPH0960009A (en) | 1995-08-29 | 1995-08-29 | Base isolation foundation |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP25670995A JPH0960009A (en) | 1995-08-29 | 1995-08-29 | Base isolation foundation |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0960009A true JPH0960009A (en) | 1997-03-04 |
Family
ID=17296384
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP25670995A Pending JPH0960009A (en) | 1995-08-29 | 1995-08-29 | Base isolation foundation |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0960009A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0955232A2 (en) | 1998-05-08 | 1999-11-10 | Kabushiki Kaisha Daiwa Sangyo | Tricycle with electric motor |
-
1995
- 1995-08-29 JP JP25670995A patent/JPH0960009A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0955232A2 (en) | 1998-05-08 | 1999-11-10 | Kabushiki Kaisha Daiwa Sangyo | Tricycle with electric motor |
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