JP3093557U - Damping sheet to be inserted between the foundation and base - Google Patents
Damping sheet to be inserted between the foundation and baseInfo
- Publication number
- JP3093557U JP3093557U JP2002007442U JP2002007442U JP3093557U JP 3093557 U JP3093557 U JP 3093557U JP 2002007442 U JP2002007442 U JP 2002007442U JP 2002007442 U JP2002007442 U JP 2002007442U JP 3093557 U JP3093557 U JP 3093557U
- Authority
- JP
- Japan
- Prior art keywords
- base
- foundation
- damping sheet
- vibration
- anchor bolt
- 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 - Fee Related
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
(57)【要約】
【課題】 地震等の振動が、基礎から土台に直に伝わっ
てしまうと衝撃を緩和する事が出来ない。また、大型車
両等が走る鉄道や道路から来る振動は建物を劣化させ
る。
【解決手段】 基礎6の上に、免震性を有し上下の両面
に突起10の有る、防振シート1を基礎6から連立する
アンカーボルト2に沿って敷き詰め、その上にアンカー
ボルト挿入孔15を貫設した土台5をアンカーボルト2
に貫挿し敷設してから、アンカーボルト2に座金3を装
着しナット4で締めて防振シート1を軽く圧着固定す
る。
(57) [Summary] [Problem] If vibrations such as earthquakes are transmitted directly from the foundation to the base, the impact cannot be reduced. In addition, vibrations coming from railways and roads on which large vehicles and the like run degrade buildings. SOLUTION: An anti-vibration sheet 1 having seismic isolation and having projections 10 on both upper and lower surfaces is laid on a foundation 6 along an anchor bolt 2 which is provided from the foundation 6, and an anchor bolt insertion hole is provided thereon. 15 and the anchor 5
Then, the washer 3 is attached to the anchor bolt 2 and tightened with the nut 4 to lightly fix the vibration-proof sheet 1 by pressure bonding.
Description
【0001】[0001]
本考案は、建物の基礎から土台に伝わる振動の減衰に関するものである。 The present invention relates to damping of vibration transmitted from a building foundation to a foundation.
【0002】[0002]
従来、建造物等への制振や免震は、大地震を想定して考えられた積層ゴム支承 方式や積層ゴム支承に各種ダンバーを併設したもの等が中心である。また、絶縁 方式等もあるが何れも大型で高額である。免振を目的にしたシート状のものでは 、実登2583472号等がある。 Conventionally, the damping and seismic isolation of buildings, etc. were designed assuming a large earthquake. The method and laminated rubber bearings are equipped with various dampers. Also insulation There are methods, but they are both large and expensive. In the sheet form for the purpose of vibration isolation , Noboru No. 2583472.
【0003】[0003]
上記の内、積層ゴム支承方式等は高層建築向きであり、一般の木造建築や軽量 鉄骨での建造物には高価過ぎて現実的でない。上記の実登2583472号は平 面突起が両面に付いた平板を底平板に重ねて一体に形成し、且つ上下の板にピア ノ線を埋め込んだ土台保護板であるが、製造工程が多く成る事と、重ねた為に微 細な揺れにも反応してしまう。本考案では、目的に対して造る時の調整がしやす く製造も簡単で、安価で手軽に使える、費用対効果が高いものを目的としている 。 Of the above, the laminated rubber bearing method is suitable for high-rise buildings, and is generally used for wooden construction and lightweight. Steel structures are too expensive and unrealistic. The above mentioned Noboru No. 2583472 is flat A flat plate with surface protrusions on both sides is stacked on the bottom plate to form a unit, and the upper and lower plates are pierced. Although it is a base protection plate with embedded wires, it requires a small number of manufacturing processes It also reacts to small shakes. With the present invention, it is easy to adjust when building for the purpose. The goal is to be inexpensive, easy to use, easy to manufacture, and cost effective. .
【0004】 また、制振シートを基礎の上に乗せただけでは長年月の内には度重なる振動で ずれが生ずる。[0004] Also, just putting the damping sheet on the foundation will cause repeated vibrations within many years. Misalignment occurs.
【0005】[0005]
上記目的を達成するために、本考案の、基礎と土台との間に入れる制振シート は、免振性を有し、上下の両面に突起の有る制振シートを、基礎から連立するア ンカーボルトに沿って敷き詰め、その上にアンカーボルト挿入孔を貫設した土台 をアンカーボルトに貫挿し敷設してから、アンカーボルトに座金を装着しナット で締めて、圧着固定して使用する事により、振動を減衰する様に構成したもので ある。 In order to achieve the above object, the vibration damping sheet of the present invention, which is inserted between the foundation and the foundation. Is a vibration-damping sheet with vibration-damping sheets that have protrusions on both upper and lower sides. Base lined with anchor bolts and anchor bolt insertion holes Insert the washer into the anchor bolt and lay it, then attach the washer to the anchor bolt and It is configured to damp vibrations by tightening with is there.
【0006】 そして、長年月の間の振動の繰り返しで、ずれて移動するのを防ぐのに木造の 土台には先が尖ったピン等を突起部に付けるのが望ましい。[0006] And because of repeated vibrations for many years, wooden It is desirable to attach a pointed pin or the like to the protrusion on the base.
【0007】 さらに、土台の下側に制振シートを嵌装する溝を設け、土台と制振シートを一 体化するのも好ましい。[0007] In addition, a groove for fitting the damping sheet is provided on the bottom side of the foundation, so that the foundation and the damping sheet are It is also preferable to embody.
【0008】[0008]
発明の実施の形態を実施例に基づきその図面により説明すると、図1に示され る実施例では、免振性の有る、例えばエチレン・プロピレンゴム等で造られた両 面に突起10の有る制振シート1を基礎6から直立し連立しているアンカーボル ト2に沿って敷き詰め、その上にアンカーボルト挿入孔15を貫設した土台5を アンカーボルト2に貫挿し敷設してから、アンカーボルト2に座金3を装着しナ ット4で軽く締めて固定している。 An embodiment of the invention will be described with reference to the drawings on the basis of examples, as shown in FIG. In an embodiment of the present invention, there is a vibration-isolating property, for example, both made of ethylene propylene rubber or the like. Anchor bolts in which the vibration-damping sheet 1 having the protrusions 10 on the surface is upright from the foundation 6 and is continuous. The base 5 with the anchor bolt insertion holes 15 extending therethrough. Install the washer 3 on the anchor bolt 2 after inserting and laying it in the anchor bolt 2. It is fixed by tightening lightly with a cap 4.
【0009】 図2は突起10の形状の一部を表したものである。いずれも免振性の有るシー トの両面に突起10を成型したものである。(イ)は表面が平面の四角形(ロ) は円柱型ではあるが表面は平面でも球面でも良い(ハ)は球状突起である。形状 は限定したものではなく菱形等でもかまわない。[0009] FIG. 2 shows a part of the shape of the protrusion 10. Both are vibration-proof sea The projections 10 are formed on both sides of the gutter. (A) is a square with a flat surface (b) Is cylindrical, but the surface may be flat or spherical (c) is a spherical protrusion. shape The shape is not limited and may be a diamond shape or the like.
【0010】 図3の(ア)は図2と同じ一部を破断した斜視図で、突起10の中央部に頭部 が尖った尖頭ピン20を埋め込んだ状態を表したものである。(イ)は尖頭ピン 20を基礎6と土台5の間に入れた断面図である。尖頭ピン20は木造建築等の 土台に使用する。[0010] FIG. 3A is a perspective view in which the same part as in FIG. It shows a state in which the pointed pin 20 is embedded. (A) is a pin It is sectional drawing which inserted 20 between the foundation 6 and the base 5. The pointed pin 20 is used for wooden construction Used as a base.
【0011】 図4の(A)は土台5の下部に、コの字を下向きにした形の凹んだ溝、凹型部 25を造り、そこに制振シート1を土台5から基礎6側に数ミリメートル突出さ せて嵌装したものである。必要により接着剤で接着をして完全な一体としても良 い。なお、図の制振シート1は免振ゴムを使用した平板である。(a)は(A) 図のII−II断面図である。[0011] FIG. 4 (A) shows a concave groove and a concave portion in the lower part of the base 5 with a U-shape facing downward. 25, and the damping sheet 1 is projected from the base 5 to the foundation 6 side by several millimeters. It has been fitted. If necessary, it may be glued with an adhesive to form a complete unit. Yes. The damping sheet 1 shown in the figure is a flat plate using a vibration-isolating rubber. (A) is (A) It is a II-II sectional view of a figure.
【0012】 図5の(B)は突起10の有る制振シート1を入れたもので、それ以外は図4 と構造は同じである。突起10は図2に有るような両面に突起の有るものを使用 してもよい。(b)は(B)図のIII−IIIの断面図である。[0012] FIG. 5 (B) shows the case in which the vibration damping sheet 1 having the protrusion 10 is inserted, and the other parts are shown in FIG. And the structure is the same. Use the protrusion 10 with protrusions on both sides as shown in FIG. You may. FIG. 3B is a sectional view taken along line III-III in FIG.
【0013】 図6の縦断面図は、上記の図4及び図5に示したように、土台5の下部に凹設 した凹型部25に制振シート1を嵌装し、土台とシートを一体化したものを、土 台5に貫設したアンカーボルト孔15にアンカーボルト2を貫挿して基礎6の上 に乗せ、座金3を装着しナット4で締めて固定してある。[0013] As shown in FIGS. 4 and 5 above, the vertical cross-sectional view of FIG. The damping sheet 1 is fitted into the recessed part 25 and the base and sheet are integrated into The anchor bolt 2 is inserted into the anchor bolt hole 15 provided in the base 5 and the foundation 6 is placed. The washer 3 is mounted and the nut 4 is tightened and fixed.
【0014】[0014]
本考案は、上記に説明したように構成されているので、以下に記載されるよう な効果を奏する。 Since the present invention is configured as described above, it will be described below. Has a great effect.
【0015】 請求項1のような構成にすることにより、基礎からの振動は、上下の両面に突 起のある制振シートに吸収され、減衰して土台に伝わるために、上部構造物に対 する衝撃が弱まる。[0015] With the structure according to claim 1, the vibration from the foundation is projected on both upper and lower surfaces. In order to be absorbed by the vibration damping sheet and attenuated and transmitted to the base, The impact is weakened.
【0016】 また、両面に突起があるために、上部土台側は空気の流れが良く自然に換気さ れ乾燥するので、土台の腐食を防ぎ、湿り気もないので白蟻も繁殖がしづらく防 蟻にも成る。また、下部が露出している装飾土台等の場合には基礎との間に雨水 が入るが、隙間があるために雨水は短時間で蒸発し湿気を溜めない。[0016] Also, since there are protrusions on both sides, the upper base side has good air flow and is naturally ventilated. Since it is dry and dry, it prevents the base from corroding, and because it is not damp, it is difficult to breed even termites. It also becomes an ant. In addition, in the case of a decorative foundation where the lower part is exposed, rainwater will be However, due to the gap, rainwater evaporates in a short time and does not collect moisture.
【0017】 請求項2は木造家屋の時、制振シートの突起中央にある尖頭ピンが、建造物の 自重により土台に突き刺さり、長年月にわたる振動にも位置のづれをおこす恐れ が無い。[0017] According to claim 2, in the case of a wooden house, the pointed pin at the center of the protrusion of the vibration damping sheet is It may get stuck in the base due to its own weight and may be displaced due to vibration over many years. There is no.
【0018】 請求項3の土台の中に制振シートを嵌入したものも、土台とシートが一体とな る為に位置がづれる事はない。また、この方法は尖頭ピンと違い鉄骨でも位置ず れ防止に利用出来る。それに、土台下部から基礎側に突出させる制振シートの長 さにより基礎から伝わる振動の揺れ幅の調節も出来る。[0018] Even if the damping sheet is inserted into the base of claim 3, the base and the sheet are not integrated. The position does not change because of In addition, this method does not locate even on steel frames unlike pointed pins It can be used for prevention. In addition, the length of the damping sheet that projects from the bottom of the foundation to the foundation side The width of the vibration transmitted from the foundation can be adjusted accordingly.
【図面の簡単な説明】[Brief description of drawings]
【図1】両面突起の有る制振シートを基礎と土台の間に
取り付けた状態での縦断面図である。FIG. 1 is a vertical cross-sectional view showing a vibration damping sheet having double-sided protrusions attached between a foundation and a base.
【図2】制振シートの形状。FIG. 2 shows the shape of a vibration damping sheet.
【図3】尖頭ピンを制振シートに埋め込んだ状態の斜視
図と、基礎と土台の間に入れた状態の断面図。FIG. 3 is a perspective view showing a state where a pointed pin is embedded in a vibration damping sheet, and a sectional view showing a state where the pointed pin is inserted between a foundation and a base.
【図4】土台に制振シートを嵌装した状態の斜視図と、
そのII−II断面図。FIG. 4 is a perspective view showing a state in which a damping sheet is fitted on the base;
The II-II sectional view.
【図5】土台に突起の有る制振シートを嵌装した状態の
斜視図と、そのIII−III断面図。FIG. 5 is a perspective view of a state where a vibration damping sheet having protrusions is fitted to the base, and a III-III cross-sectional view thereof.
【図6】制振シートを嵌装した土台を、基礎から出てい
るアンカーボルトで固定した状態での縦断面図。FIG. 6 is a vertical cross-sectional view in which a base on which a vibration damping sheet is fitted is fixed with anchor bolts protruding from the foundation.
1 制振シート 2 アンカーボルト 3 座金 4 ナット 5 土台 6 基礎 10 突起 15 アンカーボルト孔 20 尖頭ピン 25 凹型部 1 damping sheet 2 Anchor bolt 3 washers 4 nuts 5 foundation 6 foundation 10 protrusions 15 Anchor bolt hole 20 point pin 25 Recessed part
【手続補正書】[Procedure amendment]
【提出日】平成14年10月26日(2002.10.
26)[Submission date] October 26, 2002 (2002.10.
26)
【手続補正1】[Procedure Amendment 1]
【補正対象書類名】図面[Document name to be corrected] Drawing
【補正対象項目名】図2[Name of item to be corrected] Figure 2
【補正方法】変更[Correction method] Change
【補正内容】[Correction content]
【図2】 [Fig. 2]
【手続補正2】[Procedure Amendment 2]
【補正対象書類名】図面[Document name to be corrected] Drawing
【補正対象項目名】図3[Name of item to be corrected] Figure 3
【補正方法】変更[Correction method] Change
【補正内容】[Correction content]
【図3】 [Figure 3]
【手続補正3】[Procedure 3]
【補正対象書類名】図面[Document name to be corrected] Drawing
【補正対象項目名】図5[Name of item to be corrected] Figure 5
【補正方法】変更[Correction method] Change
【補正内容】[Correction content]
【図5】 [Figure 5]
【手続補正書】[Procedure amendment]
【提出日】平成14年10月28日(2002.10.
28)[Submission date] October 28, 2002 (2002.10.
28)
【手続補正1】[Procedure Amendment 1]
【補正対象書類名】図面[Document name to be corrected] Drawing
【補正対象項目名】図1[Name of item to be corrected] Figure 1
【補正方法】変更[Correction method] Change
【補正内容】[Correction content]
【図1】 [Figure 1]
【手続補正2】[Procedure Amendment 2]
【補正対象書類名】図面[Document name to be corrected] Drawing
【補正対象項目名】図6[Name of item to be corrected] Figure 6
【補正方法】変更[Correction method] Change
【補正内容】[Correction content]
【図6】 [Figure 6]
Claims (3)
0)の有る制振シート(1)を、基礎(6)から連立す
るアンカーボルト(2)に沿って敷き詰め、その上にア
ンカーボルト挿入孔(15)を貫設した土台(5)をア
ンカーボルト(2)に貫挿し敷設してから、アンカーボ
ルト(2)に座金(3)を装着しナット(4)で締め
て、圧着固定して使用する事により、振動を減衰する事
を特徴とする基礎と土台との間に入れる制振シート。1. It has a vibration-isolating property, and projections (1
The vibration damping sheet (1) with (0) is laid along the anchor bolts (2) that extend from the foundation (6), and the base (5) having the anchor bolt insertion holes (15) formed therethrough is used as the anchor bolts. It is characterized by damping vibration by inserting it into (2) and laying it, then attaching washer (3) to anchor bolt (2), tightening it with nut (4), and crimping it for use. A damping sheet that is inserted between the foundation and the base.
に尖頭ピン(20)を装着した請求項1記載の基礎と土
台の間に入れる制振シート。2. The vibration damping sheet to be inserted between the foundation and the base according to claim 1, wherein a pointed pin (20) is attached to a central portion of the protrusion (10) of the vibration damping sheet (1).
に凹型部(25)を凹設し、その部位に制振シート
(1)を基礎(6)側に数ミリメートル突出させて嵌装
後、アンカーボルト挿入孔(15)を貫設した土台
(5)をアンカーボルト(2)に貫装し、敷設してか
ら、アンカーボルト(2)に座金(3)を装着しナット
(4)で締めて、圧着固定して使用する事により、振動
を減衰する事を特徴とする基礎と土台との間に入れる制
振シート。3. A concave portion (25) is formed in a downward U-shape in the lower part of the base (5), and the vibration damping sheet (1) is projected to the base (6) side by several millimeters at that portion. After mounting, the base (5) having the anchor bolt insertion hole (15) is inserted into the anchor bolt (2) and laid, and then the washer (3) is attached to the anchor bolt (2) and the nut is attached. A damping sheet to be inserted between the foundation and the base, which is characterized by damping vibration by tightening with (4) and crimping and fixing.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2002007442U JP3093557U (en) | 2002-10-21 | 2002-10-21 | Damping sheet to be inserted between the foundation and base |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2002007442U JP3093557U (en) | 2002-10-21 | 2002-10-21 | Damping sheet to be inserted between the foundation and base |
Publications (1)
Publication Number | Publication Date |
---|---|
JP3093557U true JP3093557U (en) | 2003-05-16 |
Family
ID=43247577
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2002007442U Expired - Fee Related JP3093557U (en) | 2002-10-21 | 2002-10-21 | Damping sheet to be inserted between the foundation and base |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3093557U (en) |
-
2002
- 2002-10-21 JP JP2002007442U patent/JP3093557U/en not_active Expired - Fee Related
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP2002061372A (en) | Clamping fitting and external wall constructing structure | |
EP2920382A1 (en) | An insulating wall system for a building structure | |
JP3093557U (en) | Damping sheet to be inserted between the foundation and base | |
JP3721448B2 (en) | Construction method of heat insulation board for ant protection | |
JP2008127745A (en) | Exterior wall panel of building | |
JPH1162082A (en) | Floor frame structure in building in wooden framework construction | |
JP3051796B2 (en) | Mounting structure for flooring material | |
JP3759241B2 (en) | Mounting structure for wooden houses and wooden houses | |
JP3644026B2 (en) | Seismic construction method, seismic equipment and seismic equipment for wooden structures | |
JP4627593B2 (en) | Horizontal slitting material support | |
JPH0813765A (en) | Unit type vibration isolator and floating floor employing this unit type vibration isolator | |
JP3017536U (en) | Building structures and packing used for them | |
JP2583472Y2 (en) | Base protection plate | |
JPS5819227Y2 (en) | Vibration-proof floating floor support device | |
JPS6250631B2 (en) | ||
KR102557476B1 (en) | apparatus for reducing interlayer noise of building | |
JP2646469B2 (en) | Floor structure | |
JP2005016278A (en) | Base isolation supporting method for building, and base isolation auxiliary tool for building | |
JPH0224810Y2 (en) | ||
JP6867176B2 (en) | Foundation structure of the building | |
JPS6111381Y2 (en) | ||
JP2001355350A (en) | Seismic isolation construction for detached house | |
JP2003155796A (en) | Fitting structure of floor panel | |
JPH1054106A (en) | Manufacture of three-way wall panel | |
JP2513938Y2 (en) | Dry floating floor structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
LAPS | Cancellation because of no payment of annual fees |