JPH09256384A - Method of monolithic construction - Google Patents
Method of monolithic constructionInfo
- Publication number
- JPH09256384A JPH09256384A JP12619796A JP12619796A JPH09256384A JP H09256384 A JPH09256384 A JP H09256384A JP 12619796 A JP12619796 A JP 12619796A JP 12619796 A JP12619796 A JP 12619796A JP H09256384 A JPH09256384 A JP H09256384A
- Authority
- JP
- Japan
- Prior art keywords
- foundation
- shear deformation
- monolithic construction
- earthquake
- column
- 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
Abstract
Description
【0001】〔産業上の利用分野〕この構法により,よ
り地震時などに,より対応でき,より活用できるのであ
る。[Industrial field of application] By this construction method, it is possible to cope with a situation such as an earthquake more and to utilize it more.
【0002】〔従来の技術〕上屋と基礎とが一体化設計
になっていない。[Prior Art] The roof and the foundation are not designed integrally.
【0003】〔発明が解決しようとする課題〕地震時な
どに,より対応するように考えることであり,柱を基礎
に埋め込むことにより,剪断変形を,より少なくするこ
とであり,かつ,座屈に対しても,より強くすることで
ある。施工に対しても考慮することである。[Problems to be solved by the invention] It is to consider more effectively in the event of an earthquake and the like, and to reduce shear deformation by embedding a column in a foundation, and to buckle. It is also to be stronger against. It is also a consideration for construction.
【0004】〔課題を解決するための手段〕手段とし
て,構築物の柱などを基礎に埋め込み,固定化,一体化
して,剛体としてのものとするのである。[Means for Solving the Problems] As means, a pillar of a structure is embedded in a foundation, fixed and integrated to form a rigid body.
【0005】〔作用〕柱などを基礎に埋め込むことによ
り,剪断変形しにくくなり,かつ,座屈に対しても,よ
り強くなる。そして,方法によっては,施工上によって
も効果がある。よって,一体化することにより,つま
り,剛体としてのものより,地震時などに対してより対
応することができるのである。以上により,剪断変形
を,より少なくすることである。[Operation] By embedding a column or the like in the foundation, it becomes difficult to perform shear deformation and becomes stronger against buckling. And, depending on the method, it is also effective in terms of construction. Therefore, by integrating them, that is, it is possible to deal more with earthquakes and the like than with a rigid body. From the above, it is to reduce the shear deformation.
【0006】〔実施例〕柱などを基礎に埋め込むことに
より,一体化となり,地震時などに対して,より対応す
ることは明らかである。[Embodiment] It is clear that by embedding a pillar or the like in a foundation, it becomes integrated, and it is more possible to cope with earthquakes and the like.
【0007】〔発明の効果〕この構法により,地震時な
どに,より対応することができ,又,剪断変形を,より
少なくすることができる。そして,座屈もしにくくな
り,より一体化されるのである。上屋と基礎を一体にす
ることにより,より丈夫なものになるのである。[Advantages of the Invention] With this construction method, it is possible to cope with earthquakes and the like, and it is possible to further reduce shear deformation. Then, it is less likely to buckle and is more integrated. By integrating the shed and the foundation, it becomes more durable.
【図−1】 柱を基礎に埋め込んだ平面図,[Fig. 1] Plan view with pillars embedded in the foundation,
【図−2】 柱を基礎に埋め込んだ断面図,[Fig. 2] Cross-sectional view with pillars embedded in the foundation,
【符号の説明】 柱 地中梁 柱型部分、 ベタ基礎(耐圧盤) G、L、(Ground Line)、 地業、[Explanation of code] Pillar Underground beam Pillar type part, solid foundation (pressure board) G, L, (Ground Line), earthwork,
Claims (1)
つまり,上屋と基礎とを一体化することである。そし
て,剛体としてのものとする。これらによって,構築物
に対して,剪断変形を少なくすることができ,かつ,座
屈においても強くなり,したがって,地震時などに対し
て,より対応することができるのである。以上のように
することを特徴とする構造方法である。1. Embedding a pillar of a structure in a foundation,
In other words, integrating the shed and the foundation. And it shall be as a rigid body. With these, it is possible to reduce the shear deformation of the structure and to strengthen the buckling, so that it is possible to cope with earthquakes and the like. The structure method is characterized by the above.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12619796A JPH09256384A (en) | 1996-03-18 | 1996-03-18 | Method of monolithic construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12619796A JPH09256384A (en) | 1996-03-18 | 1996-03-18 | Method of monolithic construction |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH09256384A true JPH09256384A (en) | 1997-09-30 |
Family
ID=14929112
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP12619796A Pending JPH09256384A (en) | 1996-03-18 | 1996-03-18 | Method of monolithic construction |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH09256384A (en) |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0379490A (en) * | 1989-08-15 | 1991-04-04 | A Grosso Gilles | Method and device for holding gas pressure in submerged casing in state to balance with external pressure |
JPH0379489A (en) * | 1989-08-23 | 1991-04-04 | Toshio Yoshida | Non-oscillating semi-diving type water surface sailing ship |
JPH05306524A (en) * | 1992-03-05 | 1993-11-19 | Nkk Corp | Steel-framed column base |
-
1996
- 1996-03-18 JP JP12619796A patent/JPH09256384A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0379490A (en) * | 1989-08-15 | 1991-04-04 | A Grosso Gilles | Method and device for holding gas pressure in submerged casing in state to balance with external pressure |
JPH0379489A (en) * | 1989-08-23 | 1991-04-04 | Toshio Yoshida | Non-oscillating semi-diving type water surface sailing ship |
JPH05306524A (en) * | 1992-03-05 | 1993-11-19 | Nkk Corp | Steel-framed column base |
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