JPH02164984A - Earthquake damping wall - Google Patents
Earthquake damping wallInfo
- Publication number
- JPH02164984A JPH02164984A JP63315150A JP31515088A JPH02164984A JP H02164984 A JPH02164984 A JP H02164984A JP 63315150 A JP63315150 A JP 63315150A JP 31515088 A JP31515088 A JP 31515088A JP H02164984 A JPH02164984 A JP H02164984A
- Authority
- JP
- Japan
- Prior art keywords
- lead
- wall
- unit
- pin
- block
- 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
- 238000013016 damping Methods 0.000 title abstract description 6
- 229910000978 Pb alloy Inorganic materials 0.000 claims abstract description 6
- 239000011449 brick Substances 0.000 abstract description 4
- 239000004575 stone Substances 0.000 abstract description 4
- 230000000694 effects Effects 0.000 abstract description 3
- 229910045601 alloy Inorganic materials 0.000 description 4
- 239000000956 alloy Substances 0.000 description 4
- 238000005192 partition Methods 0.000 description 3
- 230000000452 restraining effect Effects 0.000 description 2
- 240000009088 Fragaria x ananassa Species 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 235000021012 strawberries Nutrition 0.000 description 1
Abstract
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、コンクリートブロック、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 (Field of Industrial Application) The present invention relates to a vibration damping device constructed by masonry of concrete blocks, bricks, stones, etc. in a frame, and configured to reduce vibrations of a building. It is related to the wall.
（従来の技術）
従来の組積構造の壁体は、コンクリートブロック、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 wall of a conventional masonry structure is constructed by stacking concrete blocks, bricks, stones, etc. with joints in the middle.
（発明が解決しようとする課題）
前記従来の１■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。(Problems to be Solved by the Invention) When the conventional one-wall structure wall receives a large force in an earthquake, it has a large damping performance until the joints break due to deformation. Easy to destroy.
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。Furthermore, although the partition wall additionally acts as a damper, its durability against repeated use is low.
本発明は前記従来技術の有する問題点にＮ’ｆて提案さ
れたもので、その目的とする処は、制置性能に優れ耐久
性に冨む改良された組積構造の制震壁を提供ずろ点にあ
る。The present invention was proposed in response to the problems of the prior art, and its purpose is to provide an improved vibration control wall with a masonry structure that has excellent restraint performance and is highly durable. It's at the zero point.
（課題を解決するための手段）
前記の目的を達成ずろため、本発明に係る制震壁は、骨
組の中に壁体構成用ブロック体を組積してなる壁体にお
いて、−に下に相隣るブロッ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 Problems) In order to achieve the above-mentioned object, the vibration control wall according to the present invention is a wall body formed by building wall structure blocks in a frame. It is constructed by inserting a pin made of lead or a lead alloy between through holes bored in opposing surfaces of adjacent block bodies.
（作用）
本発明は１１；１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ック体に相対的な−４１ねを生
起し７、この１４′Ｌによって上下に相隣ろブロック体
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。(Function) Since the present invention is constructed as described in 11;1, when the frame is deformed due to vibrations such as an earthquake, the -41 7, and this 14'L deforms the pin made of lead or lead alloy inserted between the upper and lower adjacent filter block bodies, and the pin functions as a damper and dampens the vibration of the building. reduce
（実施例） 以下本発明を図示の実施例について説明する。(Example) The present invention will be described below with reference to the illustrated embodiments.
（八）は柱（Ｂ） 、粱（Ｃ）よりなる骨組の中に構成
されたコンクリートブロック、煉瓦、石等よりなるブロ
ック体（１）を縦横に組積しまた壁体で、ブロック体（
１）の１−下面に透孔（２） （２）が穿設され、上下
に隣るブロック体（］）の対向面に配設されたＡｉＪ記
各透孔（２＞（２）に亘って鉛または釣合金製のピン（
３）が嵌挿されている。(8) is a structure in which block bodies (1) made of concrete blocks, bricks, stones, etc., are stacked vertically and horizontally in a framework made of pillars (B) and strawberries (C);
A through hole (2) (2) is bored in the 1-bottom surface of 1), and each through hole (2 pin made of lead or fishing alloy (
3) is inserted.
また前記各ブロック体（１）の目地部分は同ブロック体
（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 portions of each block body (1) are provided with, for example, rubber joints so that the block bodies (1) can be easily moved relative to each other.
図示の実施例は前記しま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
ブロック体（１）に第２図に示す如く相対変位が生じた
とき、鉛または釣合金製のピン（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 constructed as described above,
For example, when a building vibrates due to seismic force F and relative displacement occurs in vertically adjacent block bodies (1) as shown in Figure 2, the lead or fishing alloy pin (3) 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。In this way, the wall (A) has both the function of a partition and the function of a damper.
（発明の効果）
本発明に係る制震壁は前記しまたように、骨組の中に構
成されたブロック体を組積した壁体において、上下に相
隣るブロッ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ック体にず
れを生し７たとき、前記ピンが変形して振動エネルギー
を吸収し、建造物の制置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 seismic control wall according to the present invention is constructed by boring holes in the opposing surfaces of vertically adjacent block bodies in a wall body in which block bodies are constructed in a framework. If a pin made of lead or lead alloy is inserted between the through holes, and the individual block bodies shift due to deformation of the frame due to vibrations such as an earthquake, the pins may be deformed. It absorbs vibration energy and exhibits the effect of restraining the building, and the wall serves both the original role of a partition and the role of 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７たことによって、高い制置効果を発揮しうる
ちのである。Further, according to the present invention, by utilizing the deformation of lead or lead alloy, a high restraining effect can be achieved.
更にまた鉛、または釣合金製のピンは制震壁を構成ずろ
ブロッ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 fishing alloy are arranged across the joints of the slider block forming the damping wall, the amount of deformation of the individual pins 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ック体の目
地部の分解斜視図、第２図は間部の作用説明図、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）ブロック体、（２）−透孔、 （３
）−鉛または釣合金製のピン。
代理人 弁理士 岡 本 重 文
外２名
孝１閃
肩３閃
話２ｍFig. 1 is an exploded perspective view of the joints of the block bodies constituting the seismic control wall according to the present invention, Fig. 2 is an explanatory diagram of the function of the interspace, and Fig. 3 is a front view of the seismic control wall according to the present invention. FIG. 4 is a front view showing the state of deformation due to earthquake force. (A) Wall, (B) - Column, (C) - Beam, (1) Block, (2) - Through hole, (3
) - pins made of lead or fishing alloy. Agent: Patent attorney Shige Okamoto, 2 people, 1 person, 1 story, 3 stories, 2 meters.
Claims (1)
おいて、上下に相隣るブロッ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。In a wall formed by building blocks in a framework, a pin made of lead or lead alloy is inserted between the holes drilled in the opposing surfaces of the vertically adjacent blocks. A seismic control wall characterized by the ability to
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 true JPH02164984A (en) | 1990-06-25 |
| JPH0749733B2 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) |
Cited By (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 |
| JP2009002042A (en) * | 2007-06-21 | 2009-01-08 | Shimizu Corp | Structure of earthquake resisting board wall |
| WO2014055950A1 (en) * | 2012-10-05 | 2014-04-10 | Dirtt Environmental Solutions Inc. | Modular walls with seismic-shiftablity |
| US9315985B2 (en) | 2012-10-05 | 2016-04-19 | Dirtt Environmental Solutions, Ltd. | Center-mounted acoustical substrates |
| US9328504B2 (en) | 2012-10-05 | 2016-05-03 | Dirtt Environmental Solutions, Ltd. | Divider wall connection systems and methods |
| USD755614S1 (en) | 2013-11-20 | 2016-05-10 | Dirtt Environmental Solutions, Ltd | Flex bracket with knuckle |
| EP3040497A1 (en) | 2014-12-30 | 2016-07-06 | 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 |
| US9649831B2 (en) | 2012-10-05 | 2017-05-16 | Dirtt Environmental Solutions, Ltd | Perforated acoustic tiles |
-
1988
- 1988-12-15 JP JP63315150A patent/JPH0749733B2/en not_active Expired - Lifetime
Cited By (10)
| 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 |
| JP2009002042A (en) * | 2007-06-21 | 2009-01-08 | Shimizu Corp | Structure of earthquake resisting board wall |
| WO2014055950A1 (en) * | 2012-10-05 | 2014-04-10 | Dirtt Environmental Solutions Inc. | Modular walls with seismic-shiftablity |
| US9315985B2 (en) | 2012-10-05 | 2016-04-19 | Dirtt Environmental Solutions, Ltd. | Center-mounted acoustical substrates |
| US9328504B2 (en) | 2012-10-05 | 2016-05-03 | Dirtt Environmental Solutions, Ltd. | Divider wall connection systems and methods |
| US9546483B2 (en) | 2012-10-05 | 2017-01-17 | Dirtt Environmental Solutions, Ltd. | Modular walls with seismic-shiftability |
| US9649831B2 (en) | 2012-10-05 | 2017-05-16 | Dirtt Environmental Solutions, Ltd | Perforated acoustic tiles |
| USD755614S1 (en) | 2013-11-20 | 2016-05-10 | Dirtt Environmental Solutions, Ltd | Flex bracket with knuckle |
| EP3040497A1 (en) | 2014-12-30 | 2016-07-06 | 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0749733B2 (en) | 1995-05-31 |
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