JPS6153966A - Vibration buffer device of japanese house - Google Patents

Vibration buffer device of japanese house

Info

Publication number
JPS6153966A
JPS6153966A JP12878384A JP12878384A JPS6153966A JP S6153966 A JPS6153966 A JP S6153966A JP 12878384 A JP12878384 A JP 12878384A JP 12878384 A JP12878384 A JP 12878384A JP S6153966 A JPS6153966 A JP S6153966A
Authority
JP
Japan
Prior art keywords
foundation
rubber
support rod
buffer
vibration
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
Application number
JP12878384A
Other languages
Japanese (ja)
Inventor
篠木 克幸
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP12878384A priority Critical patent/JPS6153966A/en
Publication of JPS6153966A publication Critical patent/JPS6153966A/en
Pending legal-status Critical Current

Links

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 有する貯溜槽(石油コンぐナートに於ける一つの石油貯
溜槽の如し。)、その他構劉物建設の際、構築物の土台
中に嵌装し、上記構築物に地震その他による震動が伝達
されることを緩和する日本家屋等の震動緩衝具を得るこ
とを目的とする。
[Detailed Description of the Invention] When constructing a storage tank (such as an oil storage tank in a petroleum conglomerate) or other structures, the structure is fitted into the foundation of the structure, and the structure is protected against earthquakes. The purpose of the present invention is to obtain a vibration damping device for Japanese houses, etc., which alleviates the transmission of vibrations caused by other sources.

本発明はコンクリート等により(7タ成した基礎tこ対
する47α込み支持杆fこゴム等の緩衝筒を挿着してこ
れを保持し、植込み支持杆をゴム等の緩衝筒から上記基
礎へ植込みに適する長さだけ挿出したことを特徴とする
日本家屋等の震動緩衝具であって、その実施例中一部を
説明すれば次の通りであるっ 第1図、ないし、第4図に於て(1)は基礎に対する植
込み支持杆で、その上方部に弊絖部(2)を設け、その
下方部を直角状その他所求形状に屈曲し、屈曲部(1a
)を設けるっこの屈曲部は基礎に植込む際、引掛りを十
分なものにする。(3)はゴム等の緩衝筒であって、接
着剤を介し、または、介さないで植込み支持杆(1)に
挿着するっこの際、緩衝筒(3)が下方へ移行しないた
め、植込み支持杆(1)に支止部を設けることもある。
The present invention uses concrete or the like to insert and hold a shock absorbing tube such as a 47α-containing support rod against a 7-sided foundation, and then implant the support rod from the shock absorbing tube made of rubber or the like into the foundation. This is a vibration damping device for Japanese houses, etc., which is characterized by being inserted by a length suitable for In this case, (1) is a support rod installed in the foundation, and the upper part thereof is provided with a bent part (2), the lower part of which is bent into a right angle or other desired shape, and the bent part (1a
) This bent part should have a sufficient hook when implanting it in the foundation. (3) is a shock absorbing tube made of rubber or the like, and when it is inserted into the implant support rod (1) with or without adhesive, the shock absorbing tube (3) does not move downward. The support rod (1) may be provided with a stop.

例えば、係止杆を固着して訟いてもよい。なお、緩衝筒
(3)Iこ用いるゴムは、通例単独性スポンジゴムの如
きがよい。(4)は植込み支持杆(1)に嵌装した座金
で、緩衝筒(3ン上にF恰、下達する如く緩衝筒(3)
を土台中に埋設した場合、土台の表面にも係止されるつ
(5)は螺縣部(2)に螺合したナツトであるり第5図
に於て(6)は基礎で、通常コ/りIJ−トを以て構成
する。(7)は土台で、この中に緩衝筒(3)を接着剤
を介し、または、介さないで嵌着し、その上方に座金(
4)を置いて、ナツトf5)を以て緊締する。また、植
込み支持杆(1)の屈曲部(La)は基礎(6)内に確
固と埋着する。土台(7)は直接基礎(6)上に配置す
ることを妨げないが、通常基礎(6)と土台(7)間に
「ねこ」、または、「ねこ」に孕する震動除却器を配在
するっ震動除却器は一例として第9図図示のtLIJ成
を有する。同図に於て(8)は外側向、(9)は内側面
であって、それ等馨こ各仕切壁(11、同(ロ)を設け
で、上方収納部と下方収納部とをそれぞれ設ける。
For example, the locking rod may be fixed and locked. The rubber used for the buffer tube (3) I is usually a single-layer sponge rubber. (4) is a washer fitted to the implant support rod (1), and the buffer tube (3)
When buried in the foundation, the nut (5) that is also secured to the surface of the foundation is a nut screwed into the threaded part (2), and (6) in Figure 5 is the foundation, which is usually It consists of a code/port. (7) is a base, into which the buffer cylinder (3) is fitted with or without adhesive, and above it is a washer (
4) and tighten with nut f5). Further, the bent portion (La) of the implanted support rod (1) is firmly embedded in the foundation (6). The foundation (7) can be placed directly on the foundation (6), but usually a "cat" or a vibration absorber that is impregnated by a "cat" is placed between the foundation (6) and the foundation (7). The vibration eliminator has a tLIJ configuration as shown in FIG. 9 as an example. In the same figure, (8) is the outward side, and (9) is the inner side, and partition walls (11, (b)) are provided between them to separate the upper storage section and the lower storage section, respectively. establish.

(6)は外側向(8)の上方収納部に、B3は内側面(
9)の下方収納部に各嵌着したゴム緩衝体で何れも若干
外方へ突出させる。α・つはゴム緩衝体θつの外側に嵌
装したゴム緩衝体で、通常単・独往スポンジゴムを用い
る。(イ)は球で、これを多数円環状態に並置して断面
倒U芋状の保持環(ト)中に収納し、保持環(4)の周
側壁下端部を球(ト)の−個分に対応して紋章し球αQ
の各個が脱落、転位することを防止して保持する(6そ
して球(至)は保持環(2)の上下に突出させ、かつ、
上記紋章に規制されながら転動自在であること勿論であ
る。上記aeと(至)とを以て移行自在具を構成する。
(6) is on the outer side (8), and B3 is on the inner side (
9) The rubber cushioning bodies fitted into the lower storage portions are made to protrude slightly outward. α is a rubber buffer fitted on the outside of the rubber buffer θ, which is usually made of single or single sponge rubber. (A) is a ball, many of which are arranged side by side in a circular ring and housed in a holding ring (G) with a U potato-like cross section, and the lower end of the circumferential wall of the holding ring (4) is attached to the - Ball αQ with emblem corresponding to each individual piece
to prevent each piece from falling off or dislocating (6 and the balls (to) protrude above and below the retaining ring (2), and
Of course, it can roll freely while being restricted by the above emblem. The above ae and (to) constitute a movable tool.

この移行自在具は内側面(9)の上方収納部に嵌装し、
球αQは仕切壁αOの下面と、仕切壁αηの上面に各接
触し、ないし、接圧し、また、仕切壁Ql)は勾配の緩
い傾斜が全周から中心に向ってなさ几ているっその勾配
は、通常子分の−1ないし、回部程度がよいといえるが
、必ずしもこれに限局されな動的に復元する。V)は移
行自在具、換言すれば、保持環(ト)の外側に嵌装した
ゴム緩衝体で、通常単独性スポンジゴムであって、直接
1こは仕切壁αQにより圧縮された状態で内側面(9)
の内周壁に接圧する。第9図に於けるゴム〜緩衝体αη
の仕切壁Od中に鎖線を以て表現したものはゴム緩衝体
Qηの圧縮前の状態を示す。かく構成した内側面(9)
を外側向(8)の下方収納部へ収装する。(ト)、αり
は内側面(9)の外側に嵌装したゴム緩衝体で、θ鵠は
内側、αOは外側に配在す6つゴム緩衝体Ql’9、(
1!Jと部分する謂われは緩何性に目的適合性を付与す
ることに存し、(【1は単独性スポンジゴムの如きがよ
し。ゴム緩衝体q枠、Qlは外11す函(3)と内側面
(9)との間隙部に配在しゴム緩衝体Q1は外側向(8
)の下方収納部内周壁に圧接させ、かつ、最も外側へ(
下方へ)突出させる。また、本発明製品緩衝具使用上の
一例としてゴム緩衝体(2)、仕切壁α1、移行自在具
、仕切壁(ロ)、ゴム緩衝体θ罎の各中心部を貝通ずる
挿入孔(イ)を設け、また、押入孔(イ)に於てゴム緩
衝体(¥、仕切壁α0、移行自在具ま、での挿入孔の径
を大にし、この大径の押入孔に緩衝筒を部分した一半部
(諷)をイ庭込み支持杆(1)に挿着して接着剤を介し
て嵌′/)′fし、また、ゴム緩衝体(功より上方に植
込み支持杆(1)に、上記緩衝筒(3)を部分した他学
部(3b)を挿着して配在する。上記実施例に於てゴム
緩衝体とはすべてゴム、及び、その同効資材を包含する
ものである。また、第9図に於て植込み支持杆(1)を
基礎(6)に埋着することは上述した通りであるっ上記
震動除却器に於て外側向(8)を四角形に、即ち、四角
形外側面にする場合もあるり第8図図示の本発明製品の
使用例は第9図図示の本発明製品使用例のものを使用し
、緩衝筒(3b)の部分は土台(7)内&ひ述緩衝筒(
3)の場合と同様]こ嵌着し、震動除却器は同じく基礎
(6)と土台(7)間に配在する。
This movable tool is fitted into the upper storage part of the inner surface (9),
The sphere αQ contacts or presses the lower surface of the partition wall αO and the upper surface of the partition wall αη, and the partition wall Ql) has a gentle slope from the entire circumference toward the center. It can be said that the gradient is usually good at around -1 or around the heel, but it is not necessarily limited to this and is dynamically restored. V) is a movable member, in other words, a rubber buffer fitted on the outside of the retaining ring (T), which is usually made of a single piece of sponge rubber, and which is directly compressed by the partition wall αQ and moved inside. Side (9)
Pressure is applied to the inner circumferential wall of the Rubber ~ buffer αη in Figure 9
The dashed line in the partition wall Od indicates the state of the rubber buffer Qη before compression. Inner surface constructed in this way (9)
Store it in the lower storage part facing outward (8). (G), α is a rubber buffer fitted on the outside of the inner surface (9), θ is on the inside, and αO is on the outside.
1! The so-called "J" part consists in giving suitability to the looseness. The rubber buffer Q1 is disposed in the gap between the inner surface (9) and the outer surface (8).
) to the inner peripheral wall of the lower storage part, and to the outermost part (
to protrude (downward). In addition, as an example of the use of the cushioning device of the present invention, the rubber cushioning body (2), the partition wall α1, the movable member, the partitioning wall (b), and the insertion hole (a) that passes through the center of each of the rubber cushioning bodies θ In addition, in the push-in hole (A), the diameter of the insertion hole for the rubber buffer body (¥, partition wall α0, up to the movable tool) was increased, and the buffer tube was partially inserted into this large-diameter push-in hole. Insert one half of the body into the support rod (1) using adhesive, and then insert the rubber buffer (injected above the support rod) into the support rod (1). Another part (3b) which is a part of the buffer cylinder (3) is inserted and arranged.In the above embodiment, the rubber buffer includes all rubber and materials having the same effect. In addition, in Fig. 9, the embedded support rod (1) is embedded in the foundation (6) as described above. The example of using the product of the present invention shown in Figure 8 is the example of using the product of the present invention shown in Figure 9. Buffer cylinder (
As in case 3)], the vibration absorber is also placed between the foundation (6) and the foundation (7).

本発明の作用を上記実施例に依拠して説明するに、本発
明製品を第5図図示の状態で使用する時、基礎(6)の
横振れ、縦振れ等の震動があっても、ゴム等の緩衝筒(
3)が土台(7)中に嵌着されているため、この緩衝筒
(3ンが植込み支持杆(1)を通じて土台(7)に伝達
されることを所定の範囲に於て緩衝、吸収する。また、
第9図図示の震動除却器に於て基礎(9)の上記震動が
植込み支持杆(1)を通じて土台(7)1こ伝達される
過程に於て内側面(9)はゴム緩衝体(ト)、同αりを
圧縮し、かつ、9行自在具の球aつは仕切壁αQ、及び
、同Qυに対して転動し、それ等によって基礎(6)の
横振れを緩衝し、併せて緩衝筒(3a)、同(3b)は
上記ゴム等の緩衝筒(3)の作用を行う。本発明製品、
震動除却具を基礎(6)、土台(7)に共用すれば、そ
れ等が共存している作用を果たすり 本発明は上述の通りであるから、日本建築、プレハブe
築、大容量を有する貯溜槽その他rη祭物建設の際、溝
築物の土台中に嵌装することにより、上記構築物に地震
その他による震動が伝達されることを所定の範囲に於て
緩衝回避することができる効果がある。
The operation of the present invention will be explained based on the above embodiments. When the product of the present invention is used in the state shown in Fig. 5, even if there is vibration such as horizontal vibration or vertical vibration of the foundation (6), the rubber Buffer tube such as (
3) is fitted into the base (7), this buffer cylinder (3) buffers and absorbs the transmission to the base (7) through the implanted support rod (1) within a predetermined range. .Also,
In the vibration eliminator shown in FIG. 9, in the process in which the vibration of the foundation (9) is transmitted to the foundation (7) through the planted support rod (1), the inner surface (9) is ), the same α is compressed, and the ball a of the 9-row flexible tool rolls against the partition wall αQ and the same Qυ, thereby buffering the lateral vibration of the foundation (6), and The buffer tubes (3a) and (3b) function as the buffer tube (3) made of rubber or the like. The product of the present invention,
If the vibration eliminator is used in common with the foundation (6) and the base (7), they will function in coexistence.Since the present invention is as described above, Japanese architecture, prefabricated e.g.
When constructing a large-capacity storage tank or other ritual object, by fitting it into the foundation of the trench structure, it can be used to buffer and avoid transmission of vibrations caused by earthquakes or other causes to the structure within a specified range. There is an effect that can be done.

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

図は本発明に於ける多数実施例中の一部を示すものであ
って、第1図は本発明日本家屋等の震動緩衝具を示す縦
断面図、第2図は同平断面図、第5図は本発明製品使用
の一例を示す図、第6図は本発明製品と震動除却器とを
共用した使用の一例を示す図、第1図は同別例を示す図
、第8図は今一つの使用例を示す図、第9図は本発明製
品を震動除却器に取付けたところを示す縦断面図を示す
。図中、主要部は特許請求の範囲記載事項の相互補足関
係に存する。
The drawings show some of the many embodiments of the present invention, in which Fig. 1 is a longitudinal cross-sectional view showing the vibration damping device for Japanese houses, etc. of the present invention, Fig. 2 is a horizontal cross-sectional view, and Fig. 2 is a horizontal cross-sectional view of the present invention. Fig. 5 shows an example of the use of the product of the present invention, Fig. 6 shows an example of the use of the product of the present invention and a vibration absorber in common, Fig. 1 shows a different example of the same, and Fig. 8 shows an example of the use of the product of the present invention and a vibration absorber. Another usage example is shown in FIG. 9, which is a vertical sectional view showing the product of the present invention installed in a vibration absorber. In the figure, the main parts exist in a mutually complementary relationship with the matters described in the claims.

Claims (1)

【特許請求の範囲】[Claims] 本文に詳記するようにコンクリート等により構成した基
礎に対する植込み支持杆にゴム等の緩衝筒を挿着してこ
れを保持し、植込み支持杆をゴム等の緩衝筒から上記基
礎へ植込みに適する長さだけ挿出したことを特徴とする
日本家屋等の震動緩衝具。
As described in detail in the text, a shock absorbing cylinder made of rubber or the like is inserted and held in a support rod for planting on a foundation made of concrete, etc., and the length of the support rod is adjusted to a length suitable for planting from the shock absorbing cylinder made of rubber etc. to the foundation. A vibration damping device for Japanese houses, etc., characterized by a small insert.
JP12878384A 1984-06-22 1984-06-22 Vibration buffer device of japanese house Pending JPS6153966A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12878384A JPS6153966A (en) 1984-06-22 1984-06-22 Vibration buffer device of japanese house

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12878384A JPS6153966A (en) 1984-06-22 1984-06-22 Vibration buffer device of japanese house

Publications (1)

Publication Number Publication Date
JPS6153966A true JPS6153966A (en) 1986-03-18

Family

ID=14993345

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12878384A Pending JPS6153966A (en) 1984-06-22 1984-06-22 Vibration buffer device of japanese house

Country Status (1)

Country Link
JP (1) JPS6153966A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014101173A (en) * 2012-11-19 2014-06-05 Taisei Corp Rack structure having exposure type column base and having improved vibration control performance and earthquake resistance

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57100242A (en) * 1980-12-15 1982-06-22 Kouji Sugai Vibration dampening structure of building structure

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57100242A (en) * 1980-12-15 1982-06-22 Kouji Sugai Vibration dampening structure of building structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014101173A (en) * 2012-11-19 2014-06-05 Taisei Corp Rack structure having exposure type column base and having improved vibration control performance and earthquake resistance

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