JPH0749733B2 - Damping wall - Google Patents
Damping wallInfo
- Publication number
- JPH0749733B2 JPH0749733B2 JP63315150A JP31515088A JPH0749733B2 JP H0749733 B2 JPH0749733 B2 JP H0749733B2 JP 63315150 A JP63315150 A JP 63315150A JP 31515088 A JP31515088 A JP 31515088A JP H0749733 B2 JPH0749733 B2 JP H0749733B2
- Authority
- JP
- Japan
- Prior art keywords
- lead
- wall
- block bodies
- present
- pin
- 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
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Description
【発明の詳細な説明】 （産業上の利用分野） 本発明は骨組の中に、コンクリートブロツク、煉瓦、石
等を組積して構成され、建物の振動を減少せしめるよう
に構成された制震壁に係るものである。DETAILED DESCRIPTION OF THE INVENTION (Industrial field of application) The present invention is a seismic control system constructed by laying concrete blocks, bricks, stones, etc. in a skeleton to reduce the vibration of a building. It relates to the wall.
（従来の技術） 従来の組積構造の壁体は、コンクリートブロツク、煉
瓦、石等を中間に目地を介して組積して構成されてい
る。(Prior Art) A conventional masonry structure wall body is constructed by laying concrete blocks, bricks, stones, etc. in the middle with joints.
（発明が解決しようとする課題） 前記従来の組積構造の壁体は、地震で大きな力を受けた
とき、変形により目地が破壊するまでは大きな減衰性能
を有するが、この目地は地震によって破壊し易い。(Problem to be Solved by the Invention) The wall body of the conventional masonry structure has large damping performance until a joint is destroyed by deformation when subjected to a large force in an earthquake, but this joint is destroyed by the earthquake. Easy to do.
また間仕切壁が付加的にダンパーとして働くわけである
が、繰返しによる耐久性が小さい。Further, the partition wall additionally acts as a damper, but the durability due to repetition is small.
本発明は前記従来技術の有する問題点に鑑みて提案され
たもので、その目的とする処は、制震性能に優れ耐久性
に富む改良された組積構造の制震壁を提供する点にあ
る。The present invention has been proposed in view of the above problems of the prior art, and the object thereof is to provide an improved masonry control wall having excellent vibration control performance and excellent durability. is there.
（課題を解決するための手段） 前記の目的を達成するため、本発明に係る制震壁は、骨
組の中に壁体構成用ブロツク体を組積してなる壁体にお
いて、上下に相隣るブロツク体の対向面に穿設された透
孔間に、鉛または鉛合金よりなるピンを嵌挿して構成さ
れている。(Means for Solving the Problem) In order to achieve the above-mentioned object, the damping wall according to the present invention has a structure in which a block body for constructing a wall body is laid in a frame, and the blocks are vertically adjacent to each other. A pin made of lead or a lead alloy is inserted and inserted between the through holes formed in the opposing surfaces of the block body.
（作用） 本発明は前記したように構成されているので、地震等の
振動によって骨組が変形すると、同骨組の中の壁体を構
成する個々のブロツク体に相対的なずれを生起し、この
ずれによって上下に相隣るブロツク体間に嵌挿された
鉛、または鉛合金よりなるピンが変形し、同ピンがダン
パーとしての機能を果し、建物の振動を減少させる。(Operation) Since the present invention is configured as described above, when the frame is deformed by vibration such as an earthquake, relative displacement occurs in individual block bodies constituting the wall body in the frame, and Due to the displacement, the pin made of lead or lead alloy inserted between the vertically adjacent block bodies is deformed, and the pin functions as a damper to reduce the vibration of the building.
（実施例） 以下本発明を図示の実施例について説明する。(Examples) The present invention will be described below with reference to illustrated examples.
（Ａ）は柱（Ｂ）、梁（Ｃ）よりなる骨組の中に構成さ
れたコンクリートブロツク、煉瓦、石等よりなるブロツ
ク体（１）を縦横に組積した壁体で、ブロツク体（１）
の上下面に透孔（２）（２）が穿設され、上下に隣るブ
ロツク体（１）の対向面に配設された前記各透孔（２）
（２）に亘って鉛または鉛合金製のピン（３）が嵌挿さ
れている。(A) is a wall body in which a block body (1) made of concrete blocks, bricks, stones, etc. constructed in a frame made of columns (B) and beams (C) is vertically and horizontally laid, and the block body (1 )
Through holes (2) and (2) are formed in the upper and lower surfaces of the upper and lower surfaces, and the through holes (2) are arranged on the facing surfaces of the block bodies (1) vertically adjacent to each other.
A pin (3) made of lead or lead alloy is fitted over (2).
また前記各ブロツク体（１）の目地部分は同ブロツク体
（１）の相対移動が容易に行なわれるように、例えばゴ
ムの目地が設けられる。Further, the joint portion of each block body (1) is provided with, for example, a rubber joint so that the relative movement of the block body (1) can be easily performed.
図示の実施例は前記したように構成されているので、例
えば地震力Ｆによって建物が振動して、上下に相隣るブ
ロツク体（１）に第２図に示す如く相対変位が生じたと
き、鉛または鉛合金製のピン（３）が変形してダンパー
として働き、振動エネルギーを吸収して振動を減少せし
める。Since the illustrated embodiment is configured as described above, when a building vibrates due to seismic force F, for example, and the block bodies (1) vertically adjacent to each other undergo relative displacement as shown in FIG. The lead (3) made of lead or lead alloy deforms and acts as a damper, absorbing vibration energy and reducing vibration.
このように前記壁体（Ａ）は間仕切の機能とダンパーの
機能を兼用するものである。As described above, the wall body (A) has both a partition function and a damper function.
（発明の効果） 本発明に係る制震壁は前記したように、骨組の中に構成
されたブロツク体を組積した壁体において、上下に相隣
るブロツク体の対向面に穿設された透孔間に、鉛または
鉛合金よりなるピンを嵌挿したことによって、地震等の
振動による骨組の変形に伴って個々のブロツク体にずれ
を生じたとき、前記ピンが変形して振動エネルギーを吸
収し、建造物の制震効果を発揮するものであり、前記壁
体は本来の間仕切の役目とダンパーの役目とを兼ねるも
のである。(Effects of the Invention) As described above, the damping wall according to the present invention is formed in the opposing surfaces of the vertically adjacent block bodies in the wall body in which the block bodies constructed in the frame are laid. By inserting pins made of lead or lead alloy between the through holes, when the individual block bodies are displaced due to deformation of the frame due to vibration such as an earthquake, the pins are deformed and vibration energy is It absorbs and exerts a damping effect on the structure, and the wall serves as an original partition and a damper.
また本発明によればこのように、鉛または鉛合金の変形
を利用したことによって、高い制震効果を発揮しうるも
のである。Further, according to the present invention, by utilizing the deformation of lead or lead alloy in this way, a high damping effect can be exerted.
更にまた鉛、または鉛合金製のピンは制震壁を構成する
ブロツク体の各目地に亘って配設されているため、個々
のピンの変形量は小さくなり、耐久性が高くなる。Furthermore, since the pins made of lead or lead alloy are arranged over each joint of the block body forming the damping wall, the amount of deformation of each pin is small and the durability is high.
第１図は本発明に係る制震壁を構成するブロツク体の目
地部の分解斜視図、第２図は同部の作用説明図、第３図
は本発明に係る制震壁の正面図、第４図はその地震力に
よる変形時の状態を示す正面図である。 （Ａ）……壁体、（Ｂ）……柱、（Ｃ）……梁、（１）
……ブロツク体、（２）……透孔、（３）……鉛または
鉛合金製のピン。FIG. 1 is an exploded perspective view of a joint portion of a block body which constitutes the damping wall according to the present invention, FIG. 2 is an explanatory view of the operation of the same portion, FIG. 3 is a front view of the damping wall according to the present invention, FIG. 4 is a front view showing a state at the time of deformation due to the seismic force. (A) ... wall, (B) ... pillar, (C) ... beam, (1)
...... Block body, (2) ...... Through hole, (3) ...... Lead or lead alloy pin.
Claims (1)
てなる壁体において、上下に相隣るブロツク体の対向面
に穿設された透孔間に、鉛または鉛合金よりなるピンを
嵌挿してなることを特徴とする制震壁。1. A wall body formed by stacking block bodies for constructing a wall body in a skeleton, wherein lead or lead alloy is used between the through holes formed in the facing surfaces of the vertically adjacent block bodies. A seismic control wall characterized by being inserted with a pin.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63315150A JPH0749733B2 (en) | 1988-12-15 | 1988-12-15 | Damping wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63315150A JPH0749733B2 (en) | 1988-12-15 | 1988-12-15 | Damping wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH02164984A JPH02164984A (en) | 1990-06-25 |
| JPH0749733B2 true JPH0749733B2 (en) | 1995-05-31 |
Family
ID=18062017
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP63315150A Expired - Lifetime JPH0749733B2 (en) | 1988-12-15 | 1988-12-15 | Damping wall |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0749733B2 (en) |
Families Citing this family (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06235236A (en) * | 1993-02-08 | 1994-08-23 | Seiji Kawaguchi | Concrete block wall surface reinforcing method using fixing tool/and fixing pin, concrete block, horizontal connecting plate, and block base plate therefor |
| JP5181267B2 (en) * | 2007-06-21 | 2013-04-10 | 清水建設株式会社 | Seismic plate wall structure |
| US9649831B2 (en) | 2012-10-05 | 2017-05-16 | Dirtt Environmental Solutions, Ltd | Perforated acoustic tiles |
| WO2014055927A1 (en) | 2012-10-05 | 2014-04-10 | Dirtt Environmental Solutions Inc. | Divider wall connection systems and methods |
| EP2904167B1 (en) | 2012-10-05 | 2022-12-07 | Dirtt Environmental Solutions, Ltd. | Center-mounted acoustical substrates |
| US9546483B2 (en) | 2012-10-05 | 2017-01-17 | Dirtt Environmental Solutions, Ltd. | Modular walls with seismic-shiftability |
| USD755614S1 (en) | 2013-11-20 | 2016-05-10 | Dirtt Environmental Solutions, Ltd | Flex bracket with knuckle |
| EP3040497B1 (en) | 2014-12-30 | 2017-04-12 | Associazione Nazionale degli Industriali dei Laterizi | Antiseismic masonry infill |
| ITUB20151365A1 (en) * | 2015-05-27 | 2016-11-27 | Associazione Naz Degli Industriali Dei Laterizi | BUFFER IN ANTI-SEISMIC MASONRY |
-
1988
- 1988-12-15 JP JP63315150A patent/JPH0749733B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH02164984A (en) | 1990-06-25 |
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