JP3013916U - Basic structure of the house - Google Patents

Basic structure of the house

Info

Publication number
JP3013916U
JP3013916U JP1995000688U JP68895U JP3013916U JP 3013916 U JP3013916 U JP 3013916U JP 1995000688 U JP1995000688 U JP 1995000688U JP 68895 U JP68895 U JP 68895U JP 3013916 U JP3013916 U JP 3013916U
Authority
JP
Japan
Prior art keywords
metal frame
house
basic structure
shear pin
integrally fixed
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.)
Expired - Lifetime
Application number
JP1995000688U
Other languages
Japanese (ja)
Inventor
征四郎 吉原
Original Assignee
征四郎 吉原
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 征四郎 吉原 filed Critical 征四郎 吉原
Priority to JP1995000688U priority Critical patent/JP3013916U/en
Application granted granted Critical
Publication of JP3013916U publication Critical patent/JP3013916U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

(57)【要約】 (修正有) 【目的】 耐震性のある家屋の基礎構造を提供する。ま
た地震による破壊を最小限にとどめ、復旧を容易にする
家屋の基礎構造を提供する。 【構成】 基礎部1の上部に一体的に固定した下金枠2
の上面と家屋部3の下部に一体的に固定した上金枠4の
下面とを合わせてシアーピンボルト5により両者を結合
すること、そして上下金枠のいずれかには上金枠4の水
平方向移動距離を制限するストッパ6を四方に構成する
こと、そしてシアーピンボルトの合計のせん断強さTは
上金枠とこれより上部の構造物の合計重量をW、上下金
枠の間の摩擦係数をMとするとき、1.0Wないし2.
0WからWとMの積を減じた値に選定することを特徴と
する家屋の基礎構造。
(57) [Summary] (Modified) [Purpose] To provide a basic structure of a house that is earthquake resistant. It also provides the basic structure of a house that minimizes earthquake damage and facilitates restoration. [Structure] Lower metal frame 2 integrally fixed to the upper part of the base portion 1
The upper surface of the upper metal frame 4 and the lower surface of the upper metal frame 4 integrally fixed to the lower part of the house part 3 are joined together by a sheer pin bolt 5, and the upper metal frame 4 is horizontally attached to either of the upper and lower metal frames. The stoppers 6 for limiting the movement distance are formed in four directions, and the total shear strength T of the shear pin bolts is W, the total weight of the upper metal frame and the structure above it, and the friction coefficient between the upper and lower metal frames. M is 1.0 W or 2.
A basic structure of a house characterized by selecting a value obtained by subtracting the product of W and M from 0W.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は耐震構造家屋の基礎構造に関するものである。 The present invention relates to a basic structure of a seismic structure house.

【0002】[0002]

【従来の技術】[Prior art]

従来の家屋は基礎に強固に固定されていたため、地震により基礎と一体的に振 動し、大地震により破壊や倒壊されることが多かった。 Since conventional houses were firmly fixed to the foundation, they were vibrated integrally with the foundation due to an earthquake, and were often destroyed or collapsed by a large earthquake.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

本考案は耐震性のある家屋の基礎構造を提供することを目的とする。また地震 による破壊や倒壊を最小限にとどめ、復旧を容易にする家屋の基礎構造を提供す ることを目的とする。 The present invention aims to provide a foundation structure for a house that is earthquake resistant. It also aims to provide the basic structure of a house that minimizes damage and collapse due to an earthquake and facilitates restoration.

【0004】[0004]

【課題を解決するための手段】[Means for Solving the Problems]

本考案は次のように構成する。すなはち、基礎部1の上部に一体的に固定した 下金枠2の上面と家屋部3の下部に一体的に固定した上金枠4の下面とを合わせ てシアーピンボルト5により両者を結合すること、そして上下金枠のいずれかに は上金枠4の水平方向移動距離を制限するストッパ6を四方に構成すること、そ してシアーピンボルトの合計のせん断強さTは上金枠とこれより上部の構造物の 合計重量をW、上下金枠の間の摩擦係数をMとするとき、1.0Wないし2.0 WからWとMの積を減じた値に選定することを特徴とする家屋の基礎構造。 The present invention is configured as follows. That is, the upper surface of the lower metal frame 2 integrally fixed to the upper portion of the base portion 1 and the lower surface of the upper metal frame 4 integrally fixed to the lower portion of the house portion 3 are combined and joined together by the shear pin bolts 5. And the stoppers 6 for limiting the horizontal movement distance of the upper metal frame 4 are formed in one of the upper and lower metal frames, and the total shear strength T of the shear pin bolts is the same as that of the upper metal frame. When the total weight of the structures above this is W and the friction coefficient between the upper and lower metal frames is M, it is selected to be a value obtained by subtracting the product of W and M from 1.0W to 2.0W. The basic structure of the house.

【0005】 基礎部1は従来の鉄筋コンクリートで良く、その上部にはH形鋼等のフランジ 面を上下にした下金枠2を一体的に固定するのが良い。家屋部3の下部にも同様 にH形鋼等を一体的に固定し、上金枠4の下面と下金枠の上面を合わせてシアー ピンボルト5により両者を結合する。そしてシアーピンボルトの合計のせん断強 さTは上金枠とこれより上部の構造物の合計重量をW、上下金枠の間の摩擦係数 をMとするとき、1.0Wないし2.0WからWとMの積を減じた値に選定する のが良い。シアーピンボルトの合計のせん断強さTを1.0Wに選ぶとき、シア ーピンボルトは地震の強さが重力加速度のほぼ1.0倍まで耐え、それ以上では 破壊する。またシアーピンボルトの合計のせん断強さTを2.0Wに選ぶとき、 シアーピンボルトは地震の強さが重力加速度のほぼ2.0倍まで耐え、それ以上 の地震ではシアーピンボルトは破壊して家屋は基礎部分から切り放される。Tの 値は既存の家屋の耐震強度から1.0Wないし2.0Wの範囲に選ぶのが適当で ある。このとき、上下金枠のいずれかにあるストッパ6によって上金枠4の水平 方向移動距離は制限され、家屋部分が基礎部から落下するのが防止される。The base portion 1 may be a conventional reinforced concrete, and a lower metal frame 2 having upper and lower flange surfaces such as H-shaped steel may be integrally fixed to the upper portion thereof. Similarly, an H-shaped steel or the like is also integrally fixed to the lower part of the house part 3, the lower surface of the upper metal frame 4 and the upper surface of the lower metal frame are aligned, and the two are joined by a shear pin bolt 5. The total shear strength T of the shear pin bolt is 1.0 W to 2.0 W, where W is the total weight of the upper metal frame and the structure above it and M is the friction coefficient between the upper and lower metal frames. It is better to select a value that subtracts the product of M and M. When the total shear strength T of the shear pin bolt is selected to be 1.0 W, the shear pin bolt withstands an earthquake strength up to about 1.0 times the gravitational acceleration, and above that, it breaks. When the total shear strength T of the shear pin bolts is selected to be 2.0 W, the shear pin bolts can withstand the earthquake strength up to about 2.0 times the gravitational acceleration, and if the earthquake is more than that, the shear pin bolts will be destroyed and the house will be damaged. It is cut off from the base part. It is appropriate to select the value of T within the range of 1.0W to 2.0W from the seismic strength of existing houses. At this time, the horizontal movement distance of the upper metal frame 4 is limited by the stopper 6 provided on one of the upper and lower metal frames, and the house part is prevented from falling from the foundation part.

【0006】[0006]

【作用1】 シアーピンボルトの合計のせん断強さTを1.0Wないし2.0Wの範囲に選 定することによって、家屋に被害が発生しない比較的小さな地震ではシアーピン ボルト5は破損せず、家屋の被害が大きくなる大地震ではシアーピンボルト5が 破損して、家屋は基礎部から切り放されて家屋の破損が防止できる。[Operation 1] By selecting the total shear strength T of the shear pin bolts in the range of 1.0 W to 2.0 W, the shear pin bolts 5 will not be damaged in a relatively small earthquake that does not damage the house, In a large earthquake that will cause significant damage to the house, the shear pin bolt 5 will be damaged, and the house will be cut off from the foundation, preventing damage to the house.

【0007】[0007]

【作用2】 シアーピンボルト5が破損して、家屋は基礎部から切り放されても、家屋部は ストッパ6によって水平方向の移動距離が制限され、基礎部からの落下が防止で き、復旧作業が容易である。[Operation 2] Even if the shear pin bolt 5 is damaged and the house is cut off from the foundation part, the horizontal movement distance of the house part is limited by the stopper 6 and it is possible to prevent the house part from falling, and the restoration work is performed. Is easy.

【0008】[0008]

【実施例】【Example】

図1及び図2に示すように、基礎部1の上部に一体的に固定したH形鋼製下金 枠2の上フランジ面と家屋部3の下部に一体的に固定したH形鋼製上金枠4の下 フランジ面とを合わせてシアーピンボルト5により両者を結合する。そして下金 枠には上金枠4の水平方向移動距離を制限するストッパ6を四方及び金枠内部に 構成する。そしてシアーピンボルトの合計のせん断強さTは上金枠とこれより上 部の構造物の合計重量をW、上下金枠の間の摩擦係数をMとするとき、1.0W ないし2.0WからWとMの積を減じた値に選定する家屋の基礎構造。 As shown in FIGS. 1 and 2, an H-shaped steel lower metal frame integrally fixed to the upper part of the base part 1 and an upper flange surface of the H-shaped steel integrally fixed to the lower part of the house part 3 The lower flange surface of the metal frame 4 is aligned with each other, and the two are joined by a shear pin bolt 5. The lower metal frame is provided with stoppers 6 for limiting the horizontal movement distance of the upper metal frame 4 on all sides and inside the metal frame. The total shear strength T of the shear pin bolts is 1.0W to 2.0W, where W is the total weight of the upper metal frame and the structure above it, and M is the friction coefficient between the upper and lower metal frames. The basic structure of the house, which is selected as the value obtained by subtracting the product of W and M.

【0009】[0009]

【考案の効果】[Effect of device]

本考案を以上のように構成することによって耐震性のある家屋の基礎構造を提 供することができる。また地震による破壊や倒壊を最小限にとどめ、復旧を容易 にする家屋の基礎構造を提供することができる。 By constructing the present invention as described above, it is possible to provide a basic structure of a house having earthquake resistance. In addition, it is possible to provide a basic structure of a house that minimizes damage and collapse due to an earthquake and facilitates restoration.

【図面の簡単な説明】[Brief description of drawings]

【図1】本考案の基礎部及び金枠接合部以下の平面概念
図である。
FIG. 1 is a conceptual plan view of a base portion and a metal frame joint portion of the present invention and below.

【図2】本考案の側面概念図である。FIG. 2 is a conceptual side view of the present invention.

【符号の説明】[Explanation of symbols]

1 基礎部 2 下金枠 3 家屋部 4 上金枠 5 シアーピンボルト 6 ストッパ 7 金枠とストッパの間の空間 8 上金枠と下金枠の接触面 1 Foundation 2 Lower metal frame 3 House part 4 Upper metal frame 5 Shear pin bolt 6 Stopper 7 Space between metal frame and stopper 8 Contact surface between upper metal frame and lower metal frame

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 基礎部1の上部に一体的に固定した下金
枠2の上面と家屋部3の下部に一体的に固定した上金枠
4の下面とを合わせてシアーピンボルト5により両者を
結合すること、そして上下金枠のいずれかには上金枠4
の水平方向移動距離を制限するストッパ6を四方に構成
すること、そしてシアーピンボルトの合計のせん断強さ
Tは上金枠とこれより上部の構造物の合計重量をW、上
下金枠の間の摩擦係数をMとするとき、1.0Wないし
2.0WからWとMの積を減じた値に選定することを特
徴とする家屋の基礎構造。
1. An upper surface of a lower metal frame 2 integrally fixed to an upper portion of a base portion 1 and a lower surface of an upper metal frame 4 integrally fixed to a lower portion of a house portion 3 are combined to each other by a shear pin bolt 5. Combining, and upper metal frame 4 in either upper or lower metal frame
Of the stopper 6 for limiting the horizontal movement distance of the upper and lower metal frames, and the total shear strength T of the shear pin bolts is W between the upper metal frame and the upper metal frame. When the coefficient of friction is M, the basic structure of the house is selected to be a value obtained by subtracting the product of W and M from 1.0 W to 2.0 W.
JP1995000688U 1995-01-23 1995-01-23 Basic structure of the house Expired - Lifetime JP3013916U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1995000688U JP3013916U (en) 1995-01-23 1995-01-23 Basic structure of the house

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1995000688U JP3013916U (en) 1995-01-23 1995-01-23 Basic structure of the house

Publications (1)

Publication Number Publication Date
JP3013916U true JP3013916U (en) 1995-07-25

Family

ID=43149545

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1995000688U Expired - Lifetime JP3013916U (en) 1995-01-23 1995-01-23 Basic structure of the house

Country Status (1)

Country Link
JP (1) JP3013916U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH063211U (en) * 1992-06-23 1994-01-18 竹内工業株式会社 Storage container for lipstick etc.
US5519523A (en) 1991-11-08 1996-05-21 Hitachi, Ltd. Liquid crystal display device with residual retardation compensated for in liquid crystal layer
JPH10246029A (en) * 1997-01-06 1998-09-14 Jiro Kitamura Base isolation device, slippage support or base isolation structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5519523A (en) 1991-11-08 1996-05-21 Hitachi, Ltd. Liquid crystal display device with residual retardation compensated for in liquid crystal layer
JPH063211U (en) * 1992-06-23 1994-01-18 竹内工業株式会社 Storage container for lipstick etc.
JPH10246029A (en) * 1997-01-06 1998-09-14 Jiro Kitamura Base isolation device, slippage support or base isolation structure

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