JP3177652B2 - Method and apparatus for buffering monument buildings - Google Patents
Method and apparatus for buffering monument buildingsInfo
- Publication number
- JP3177652B2 JP3177652B2 JP10816499A JP10816499A JP3177652B2 JP 3177652 B2 JP3177652 B2 JP 3177652B2 JP 10816499 A JP10816499 A JP 10816499A JP 10816499 A JP10816499 A JP 10816499A JP 3177652 B2 JP3177652 B2 JP 3177652B2
- Authority
- JP
- Japan
- Prior art keywords
- hollow
- dimensional object
- monument
- hard
- building
- 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
- Vibration Prevention Devices (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、硬材支柱と該硬材
支柱に被せて載せた該硬材支柱より軟質の中空立体物と
からなるモニュメント用建造物における該硬材支柱と該
中空立体物との間で生じる揺れを吸収できるモニュメン
ト用建造物の緩衝方法及びモニュメント用建造物の緩衝
装置に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a monument building comprising a hard-wood support and a hollow three-dimensional object softer than the hard-wood support placed on the hard-wood support. BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a monument structure damping method and a monument structure damping device capable of absorbing a swing generated between objects.
【0002】[0002]
【従来の技術】周知の通り、屋上にはモニュメント用建
造物が立設されている。従来の一般的なモニュメント用
建造物を図面に基づき説明する。2. Description of the Related Art As is well known, a monument building is erected on a rooftop. A conventional general monument building will be described with reference to the drawings.
【0003】図22は従来のモニュメント用建造物を模
型的に示した縦断面図であり、FRPにより球形に形成
されたモニュメント部21と該モニュメント部21より硬質
の鉄骨により形成された支柱22とからなるモニュメント
用建造物23が屋上の床面24にアンカーボルト25で固定し
て設置されている。FIG. 22 is a longitudinal sectional view schematically showing a conventional monument building, in which a monument 21 formed in a spherical shape by FRP and a column 22 formed of a steel frame harder than the monument 21 are shown. The monument building 23 is fixed to the floor surface 24 of the roof with anchor bolts 25 and installed.
【0004】そして、支柱22の異なる高さからモニュメ
ント部21の内壁に向かって放射状に走るアングル26…の
先端には鉄板27…が溶接されており、当該鉄板27…はモ
ニュメント部21の内壁に当接されてモニュメント部21と
同じ材質のFRPにより該内壁に接着されており、これ
によってモニュメント部21と支柱22とが接合され、モニ
ュメント部21は支柱22に一体的に固定されている。[0004] Iron plates 27 are welded to the ends of the angles 26 running radially from the different heights of the columns 22 toward the inner wall of the monument portion 21, and the iron plates 27 are attached to the inner wall of the monument portion 21. The monument part 21 and the column 22 are joined to each other by the FRP made of the same material as the monument part 21 so that the monument part 21 and the column 22 are integrally fixed to the column 22.
【0005】なお、モニュメント部21の外側は所要の色
彩とされ、必要に応じて文字や図形等が表示されてい
る。[0005] The outside of the monument section 21 has a required color, and characters, figures, and the like are displayed as necessary.
【0006】[0006]
【発明が解決しようとする課題】前記従来のモニュメン
ト用建造物23は鉄骨等からなる支柱22と該支柱22より軟
質のFRP等からなるモニュメント部21とを固定して一
体的に形成されているので、地震や突風等により揺れが
生じれば、モニュメント部21が前記揺れに耐えきれず、
モニュメント部21と支柱22との接合部において亀裂が生
じてモニュメント部21が崩壊し、屋上から破片が落下す
るという危険性を伴っているという問題点があった。The conventional monument building 23 is integrally formed by fixing a support 22 made of steel or the like and a monument 21 made of FRP or the like softer than the support 22. Therefore, if shaking occurs due to an earthquake or a gust, the monument part 21 cannot withstand the shaking,
There is a problem that a crack is generated at a joint between the monument part 21 and the support 22 and the monument part 21 collapses, and there is a risk that debris falls from the roof.
【0007】また、モニュメント部21と支柱22との接合
は、作業者がモニュメント部21の内側に入って接着作業
を行っているので、複数部分に分割したモニュメント部
21を組立てながら作業を進めなければならず、作業効率
が非常に悪いという問題点があった。In addition, since the worker enters the inside of the monument portion 21 and performs the bonding work, the monument portion 21 and the support column 22 are joined to each other.
Work had to be carried out while assembling the 21 and there was a problem that work efficiency was very poor.
【0008】そこで、本発明者は、地震や突風等により
モニュメント部と支柱との間で揺れが生じてもモニュメ
ント部に亀裂が入らないように該揺れを緩衝することが
できる方法及び装置を提供することを技術的課題とし
て、その具現化をはかるべく研究・実験を重ねた結果、
モニュメント部を支柱に被せるようにして載せ、支柱の
頂部と該頂部に当接するモニュメント部内側の上部とを
遊嵌状態で嵌まり合う凹凸形状として連結すれば、地震
や突風等により揺れが生じても、モニュメント部と支柱
とは遊嵌状態で連結されているので、嵌まり合った凹凸
間の振れにより吸収することができ、しかも、モニュメ
ント部と支柱とを接合する必要がないので、作業効率を
飛躍的に向上させることができるという刮目すべき知見
を得、前記技術的課題を達成したものである。Therefore, the present inventor provides a method and an apparatus capable of buffering the monument portion so that a crack is not formed in the monument portion even if the monument portion and the column are shaken by an earthquake, a gust, or the like. As a technical issue, as a result of repeated research and experimentation to achieve its realization,
If the monument part is placed on the pillar so as to cover it, and the top part of the pillar and the upper part inside the monument part abutting on the top part are connected in an uneven shape that fits in a loose fit state, shaking occurs due to an earthquake or gust. Also, since the monument part and the support are connected in a loose-fit state, it can be absorbed by the run-out between the fitted irregularities, and there is no need to join the monument part and the support, so the work efficiency is improved. It is a remarkable finding that it is possible to dramatically improve the above, and the above technical problem has been achieved.
【0009】[0009]
【課題を解決するための手段】前記技術的課題は、次の
通りの本発明によって解決できる。The technical problem can be solved by the present invention as described below.
【0010】即ち、本発明に係るモニュメント用建造物
の緩衝方法は、硬材支柱と該硬材支柱に被せて載せた該
硬材支柱より軟質の中空立体物とからなるモニュメント
用建造物における該硬材支柱と該中空立体物との間で生
じる揺れを吸収するモニュメント用建造物の緩衝方法で
あって、前記硬材支柱の頂部と該頂部に当接する前記中
空立体物内側の上部とは凹凸形状にて遊嵌状態で嵌まり
合っており、前記中空立体物の下部と前記硬材支柱とは
間隙を有して形成されており、前記硬材支柱と前記中空
立体物との間で生じる揺れを前記硬材支柱の頂部と前記
中空立体物内側の上部との嵌まり合った凹凸間の振れに
より吸収するようにしたものである。また、本発明に係
るモニュメント用建造物の緩衝方法は、硬材支柱と該硬
材支柱に被せて載せた該硬材支柱より軟質の中空立体物
とからなるモニュメント用建造物における該硬材支柱と
該中空立体物との間で生じる揺れを吸収するモニュメン
ト用建造物の緩衝方法であって、前記硬材支柱の頂部と
該頂部に当接する前記中空立体物内側の上部とは凹凸形
状にて遊嵌状態で嵌まり合っており、前記中空立体物の
下部は前記硬材支柱の近傍まで近接させて該硬材支柱と
の間に間隙を有して形成されており、前記硬材支柱と前
記中空立体物との間で生じる揺れを前記硬材支柱の頂部
と前記中空立体物内側の上部との嵌まり合った凹凸間の
振れにより吸収するようにしたものである。 That is, the method for buffering a monument building according to the present invention is directed to a monument building comprising a hard pillar and a hollow three-dimensional object softer than the hard pillar mounted on the hard pillar. A method of damping a monument building for absorbing a swing generated between a hard material support and the hollow three-dimensional object, wherein a top portion of the hard material support and an upper portion inside the hollow three-dimensional object abutting the top portion are uneven. The lower part of the hollow three-dimensional object and the hard material column are formed with a gap, and the hard material column and the hollow three-dimensional object are Between the projections and depressions that are fitted between the top of the hard pillar and the upper inside of the hollow three-dimensional object. In addition, the present invention relates to
The method of damping a monument building includes a
Hollow three-dimensional object softer than the hard material pillar mounted on the material pillar
The hardwood strut in a monument building consisting of
Monument that absorbs shaking between the hollow three-dimensional object
A method of buffering a building for a building, comprising:
The upper part inside the hollow three-dimensional object abutting on the top is uneven
In a loose fit state in the shape of the hollow three-dimensional object
The lower part is brought close to the vicinity of the hard material strut and
A gap is formed between the hardwood support and the front.
The shaking that occurs between the hollow three-dimensional object and the top of the hardwood support
And between the concave and convex fitting of the upper part inside the hollow three-dimensional object
It is made to absorb by vibration.
【0011】また、本発明は、前記いずれかのモニュメ
ント用建造物の緩衝方法において、中空立体物を回転対
称形とし、硬材支柱の頂部を中空立体物内側の上部中心
部において該中空立体物と凹凸形状で遊嵌するようにし
たものである。The present invention also relates to any one of the above-described methods for cushioning a monument building, wherein the hollow three-dimensional object is made to be rotationally symmetric, and the top of the hard material column is located at an upper central portion inside the hollow three-dimensional object. In this case, the hollow three-dimensional object is loosely fitted in the uneven shape.
【0012】また、本発明に係るモニュメント用建造物
の緩衝装置は、硬材支柱と該硬材支柱に被せて載せた該
硬材支柱より軟質の中空立体物とからなるモニュメント
用建造物における該硬材支柱と該中空立体物との間で生
じる揺れを吸収するモニュメント用建造物の緩衝装置で
あって、前記硬材支柱の頂部に凹凸形状にて遊嵌する緩
衝部を設けると共に、前記頂部と当接する前記中空立体
物内側の上部に前記緩衝部に遊嵌する受け緩衝部を設
け、中空立体物の下部と前記硬材支柱とは間隙を有して
形成し、前記硬材支柱と前記中空立体物との間で生じる
揺れを前記緩衝部と前記受け緩衝部との嵌まり合った凹
凸間の振れにより吸収するものである。また、本発明に
係るモニュメント用建造物の緩衝装置は、硬材支柱と該
硬材支柱に被せて載せた該硬材支柱より軟質の中空立体
物とからなるモニュメント用建造物における該硬材支柱
と該中空立体物との間で生じる揺れを吸収するモニュメ
ント用建造物の緩衝装置であって、前記硬材支柱の頂部
に凹凸形状にて遊嵌する緩衝部を設けると共に、前記頂
部と当接する前記中空立体物内側の上部に前記緩衝部に
遊嵌する受け緩衝部を設け、中空立体物の下部を前記硬
材支柱の近傍まで近接させて該硬材支柱との間に間隙を
有して形成し、前記硬材支柱と前記中空立体物との間で
生じる揺れを前記緩衝部と前記受け緩衝部との嵌まり合
った凹凸間の振れにより吸収するものである。 Further, the monument damping device for a monument building according to the present invention is characterized in that the monument building includes a hard pillar and a hollow three-dimensional object softer than the hard pillar mounted on the hard pillar. What is claimed is: 1. A shock absorber for a monument building absorbing a shaking generated between a hard material support and said hollow three-dimensional object. A receiving buffer portion which is loosely fitted to the buffer portion is provided at an upper portion inside the hollow three-dimensional object that comes into contact with, and a lower portion of the hollow three-dimensional object and the hard material column are formed with a gap, and the hard material column and the hard material column are formed. The vibration generated between the hollow three-dimensional object and the hollow three-dimensional object is absorbed by the vibration between the concave and convex fittings of the buffer portion and the receiving buffer portion. In addition, the present invention
Such a monument building shock absorber comprises a hardwood strut and
Hollow solid body that is softer than the hard-wood strut placed on the hard-wood strut
Hard strut in a monument building consisting of an object
Monument that absorbs the shaking that occurs between the object and the hollow three-dimensional object
A shock absorber for a building for a building, the top of said hardwood strut
And a buffer portion for loose fitting in an uneven shape is provided on the top.
The upper part inside the hollow three-dimensional object that contacts the part
A receiving buffer part for loose fitting is provided, and the lower part of the hollow three-dimensional object is
Close to the vicinity of the timber column to create a gap between the
Having and forming, between the hard material strut and the hollow three-dimensional object
The shaking that occurs is caused by the engagement between the buffer portion and the receiving buffer portion.
It is absorbed by the vibration between the irregularities.
【0013】また、本発明は、前記いずれかのモニュメ
ント用建造物の緩衝装置において、緩衝部を凸形状緩衝
部とし、中空立体物を回転対称立体物とし、受け緩衝部
を中空立体物内側の上部中心部に凹形状に形成したもの
である。Further, according to the present invention, in any one of the above-mentioned shock absorbers for a monument building, the shock absorber is a convex shock absorber, the hollow solid object is a rotationally symmetric solid object, and the receiving shock absorber is a shock absorber. It is formed in a concave shape in the upper central part inside the hollow three-dimensional object.
【0014】さらに、本発明は、前記回転対称立体物か
らなるモニュメント用建造物の緩衝装置において、受け
緩衝部を中空立体物内側の上部中心部を中心として放射
状に設け、緩衝部を受け緩衝部に対応させて設けたもの
である。Further, according to the present invention, in the damping device for a monument building comprising the above-mentioned rotationally symmetric three-dimensional object, a receiving buffer portion is provided radially around an upper central portion inside the hollow three-dimensional object, and the buffer portion is received by the receiving buffer portion. It is provided in correspondence with.
【0015】[0015]
【発明の実施の形態】以下、本発明の実施の形態を図面
に基づき説明する。Embodiments of the present invention will be described below with reference to the drawings.
【0016】実施の形態1.Embodiment 1
【0017】図1は本発明におけるモニュメント用建造
物の斜視図、図2は図1に示すモニュメント用建造物の
縦断面図、図3は本発明に係るモニュメント用建造物の
緩衝装置を模型的に示した一部省略平面図、図4は本発
明に係るモニュメント用建造物の緩衝方法を説明する一
部省略側面図、図5は本発明における凸型嵌合部を示す
斜視図であり、これらの図において、1は鉄骨により形
成された四本の支柱2からなる硬材支柱3に該硬材支柱
3より軟質のFRPにより球形に形成された中空立体物
4を被せて載せたモニュメント用建造物であり、中空立
体物4の下部は円形に開口している。FIG. 1 is a perspective view of a monument building according to the present invention, FIG. 2 is a longitudinal sectional view of the monument building shown in FIG. 1, and FIG. 3 is a model of a monument building shock absorber according to the present invention. 4 is a partially omitted side view for explaining a monument building damping method according to the present invention, and FIG. 5 is a perspective view showing a convex fitting portion in the present invention. In these figures, reference numeral 1 denotes a monument in which a hollow three-dimensional object 4 formed in a spherical shape by a FRP softer than the hard material column 3 is placed on a hard material column 3 composed of four columns 2 formed of a steel frame. It is a building, and the lower part of the hollow three-dimensional object 4 is opened in a circular shape.
【0018】硬材支柱3の下端にはベースプレート5が
溶接され、上端には頂部受けプレート6(図2参照)が
溶接され、ベースプレート5はアンカーボルト7により
屋上の床面8に固定されている。また、硬材支柱3の各
支柱2は補強板3aにより連結されており、中空立体物4
の前記開口に対応する硬材支柱3には、当該開口を塞ぐ
振止円形体3bが開口に対して間隙を有して設けられてい
る。A base plate 5 is welded to the lower end of the hard material support 3, a top receiving plate 6 (see FIG. 2) is welded to the upper end, and the base plate 5 is fixed to a rooftop floor 8 by anchor bolts 7. . Further, the respective columns 2 of the hard material columns 3 are connected by the reinforcing plate 3a, and the hollow solid object 4 is formed.
The hard material column 3 corresponding to the above-mentioned opening is provided with a vibration-reducing circular body 3b for closing the opening with a gap from the opening.
【0019】中空立体物4の内壁には上部中心部から一
対のリブ9四本が、それぞれ下に向かって四方に放射状
に走っており、当該各リブ9を接合することにより中空
立体物4は球形に形成されている。また、当該各リブ9
が集まる中空立体物4内側の上部中心部には凹型受け嵌
合部10(図3参照)が四個放射状に形成されて凹形状受
け緩衝部11を構成している。On the inner wall of the hollow three-dimensional object 4, a pair of four ribs 9 run from the upper central part radially downward in four directions, respectively. It is formed in a spherical shape. In addition, each rib 9
Four concave receiving fitting portions 10 (see FIG. 3) are radially formed in the upper central portion inside the hollow three-dimensional object 4 where the convergence gathers to form a concave receiving buffer portion 11.
【0020】また、頂部受けプレート6の上面には、凹
型受け嵌合部10に凹凸状態で遊嵌する三角柱の凸型嵌合
部12(図3参照)が間隔を有して放射状に四本立設され
て凸形状緩衝部13を構成している。各嵌合部12は受け嵌
合部10を形成する各一対のリブ9に対して間隙を有して
各受け嵌合部10に遊嵌状態で嵌まり合っている。On the upper surface of the top receiving plate 6, there are four protruding fitting portions 12 (see FIG. 3) of triangular prisms, which are loosely fitted to the recessed receiving fitting portions 10 in an uneven state, and are radially spaced from each other. And constitutes a convex buffer portion 13. Each fitting portion 12 has a gap with each pair of ribs 9 forming the receiving fitting portion 10 and is loosely fitted to each receiving fitting portion 10.
【0021】次に、緩衝方法について説明する。Next, the buffering method will be described.
【0022】図4の(a)に示すように、緩衝部13と受
け緩衝部11とは凹凸関係にあり、各嵌合部12と各受け嵌
合部10とは間隙を有して遊嵌状態で嵌まり合っている。As shown in FIG. 4A, the buffer portion 13 and the receiving buffer portion 11 have an uneven relationship, and each fitting portion 12 and each receiving fitting portion 10 are loosely fitted with a gap. They fit in a state.
【0023】地震や突風により、硬材支柱3と中空立体
物4との間に揺れが生じれば、緩衝部13と受け緩衝部11
とは遊嵌状態で嵌まり合っているので、各嵌合部12と各
受け嵌合部10とは嵌まり合った状態のままで、例えば、
図4の(b)に示すように、中空立体物4が硬材支柱3
に対して左に振れ、また、例えば、図4の(c)に示す
ように、中空立体物4が硬材支柱3に対して右に振れ
る。If the hard pillar 3 and the hollow three-dimensional object 4 shake due to an earthquake or a gust, a shock absorber 13 and a receiving shock absorber 11 are provided.
Are fitted in a loose fit state, so that each fitting portion 12 and each receiving fitting portion 10 remain in a fitted state, for example,
As shown in FIG. 4B, the hollow three-dimensional object 4 is
The hollow three-dimensional object 4 swings to the right with respect to the hard material support 3 as shown in FIG.
【0024】このように、緩衝部13と受け緩衝部11とは
遊嵌状態で連結され、硬材支柱3と中空立体物4とが固
定されていないので、地震や突風により硬材支柱3と中
空立体物4との間で揺れが生じても、この揺れを緩衝部
13と受け緩衝部11との間の振れ動きによって吸収される
から、中空立体物4に亀裂が入ることはない。As described above, the buffer portion 13 and the receiving buffer portion 11 are connected in a loosely fitted state, and the hard material column 3 and the hollow three-dimensional object 4 are not fixed. Even if shaking occurs between the hollow three-dimensional object 4 and the shaking part,
The hollow three-dimensional object 4 is not cracked because it is absorbed by the swing motion between the receiving cushion 13 and the receiving buffer 11.
【0025】また、硬材支柱3には振止円形体3bが中空
立体物4の下部開口と間隙を有して設けられているの
で、中空立体物4の過大な振れを防止することができ
る。Further, since the hard material column 3 is provided with the vibration-stopping circular body 3b having a gap with the lower opening of the hollow three-dimensional object 4, excessive vibration of the hollow three-dimensional object 4 can be prevented. .
【0026】さらに、中空立体物4を硬材支柱3に被
せ、受け緩衝部11を緩衝部13に嵌めることにより載せれ
ば、中空立体物4と硬材支柱3とが連結されてモニュメ
ント用建造物となるので、施工現場で中空立体物4を組
み立てる必要はないから、作業効率が飛躍的に向上す
る。Furthermore, if the hollow three-dimensional object 4 is put on the hard material column 3 by placing it on the hard material column 3 and the receiving buffer portion 11 is fitted to the buffer portion 13, the hollow three-dimensional object 4 and the hard material column 3 are connected to each other to construct a monument. Since there is no need to assemble the hollow three-dimensional object 4 at the construction site, the work efficiency is dramatically improved.
【0027】なお、図5に示すように、各嵌合部12をL
型アングルにより形成してもよい。また、受け緩衝部11
を凸型受け嵌合部により構成し、緩衝部13を凹型嵌合部
により構成してもよい。Note that, as shown in FIG.
It may be formed by a mold angle. In addition, receiving buffer 11
May be constituted by a convex receiving fitting portion, and the buffer portion 13 may be constituted by a concave fitting portion.
【0028】また、硬材支柱3をH型鋼、L型鋼又は鋼
管により形成してもよい。Further, the hard material column 3 may be formed of an H-shaped steel, an L-shaped steel or a steel pipe.
【0029】実施の形態2.Embodiment 2
【0030】図6、図8、図10及び図12は本発明に
係るモニュメント用建造物の緩衝装置を模型的に示した
一部省略平面図、図7、図9、図11及び図13は本発
明における凸型嵌合部を示す斜視図であり、本実施の形
態は、前記実施の形態1における受け緩衝部11を構成す
る受け嵌合部10の形状と緩衝部13を構成する嵌合部12の
形状との変形例であり、これらの図において、図1〜図
5と同一符号は同一又は相当部分を示す。FIGS. 6, 8, 10 and 12 are partially omitted plan views schematically showing a shock absorber for a monument building according to the present invention, and FIGS. FIG. 3 is a perspective view showing a convex fitting portion according to the present invention. In the present embodiment, the shape of the receiving fitting portion 10 forming the receiving buffer portion 11 and the fitting forming the buffer portion 13 in the first embodiment are shown. This is a modified example of the shape of the part 12, and in these figures, the same reference numerals as those in FIGS. 1 to 5 indicate the same or corresponding parts.
【0031】図6に示す凹形状受け緩衝部11は放射状に
走る八本の一対のリブ9により形成された八個の凹型受
け嵌合部10からなり、凸形状緩衝部13は頂部受けプレー
ト6上面に四個放射状に設けられた図7に示すV字型の
凸状嵌合部12からなる。そして、凹型受け嵌合部10を一
つ開けて凸状嵌合部12が対応し、凹形状受け緩衝部11と
凸形状緩衝部13とは間隙を有して遊嵌状態で嵌まり合っ
ている。The concave receiving buffer 11 shown in FIG. 6 comprises eight concave receiving fittings 10 formed by a pair of eight ribs 9 running radially, and the convex buffer 13 is provided on the top receiving plate 6. It comprises four V-shaped convex fitting portions 12 shown in FIG. 7 provided radially on the upper surface. Then, one concave receiving fitting part 10 is opened and the convex fitting part 12 corresponds, and the concave receiving buffer part 11 and the convex buffer part 13 fit in a loose fit state with a gap. I have.
【0032】また、図8に示す凹形状受け緩衝部11は、
それぞれ下に向かって四方に放射状に走っている一対の
リブ9四本により形成された四個の凹型受け嵌合部10か
らなり、凸形状緩衝部13は円盤状頂部受けプレート6上
面に四個放射状に設けられた図9に示す直角に開いた扇
型の円柱嵌合部12からなる。そして、各凹型受け嵌合部
10は各円柱嵌合部12に対応し、凹形状受け緩衝部11と凸
形状緩衝部13とは間隙を有して遊嵌状態で嵌まり合って
いる。The concave receiving buffer 11 shown in FIG.
Consisting of four concave receiving fittings 10 formed by a pair of four ribs 9 running radially downward in all directions, four convex buffering parts 13 are provided on the upper surface of the disc-shaped top receiving plate 6. It comprises a fan-shaped cylindrical fitting portion 12 which is provided radially and opened at a right angle as shown in FIG. And each concave receiving fitting portion
Numeral 10 corresponds to each column fitting part 12, and the concave receiving buffer part 11 and the convex buffer part 13 are fitted in a loose fit state with a gap.
【0033】また、図10に示す凹形状受け緩衝部11
は、それぞれ下に向かって八方に放射状に走っている一
対のリブ9八本により形成された八個の凹型受け嵌合部
10からなり、凸形状緩衝部13は円盤状頂部受けプレート
6上面に四個放射状に設けられた図11に示す台形の凸
型嵌合部12からなる。そして、凹型受け嵌合部10を一つ
開けて凸型嵌合部12が対応し、凹形状受け緩衝部11と凸
形状緩衝部13とは間隙を有して遊嵌状態で嵌まり合って
いる。Further, the concave receiving buffer 11 shown in FIG.
Are eight concave receiving fittings formed by a pair of nine ribs running radially in all directions downward.
The convex buffer portion 13 comprises four trapezoidal convex fitting portions 12 shown in FIG. 11 provided radially on the upper surface of the disc-shaped top receiving plate 6. Then, one concave receiving fitting part 10 is opened and the convex fitting part 12 corresponds, and the concave receiving buffer part 11 and the convex buffer part 13 fit in a loose fitting state with a gap. I have.
【0034】また、図12に示す凹形状受け緩衝部11
は、それぞれ下に向かって八方に放射状に走っている一
対のリブ9八本により形成された八個の凹型受け嵌合部
10からなり、凸形状緩衝部13は三角形の各頂点に配置し
た三本の円柱12a からなる図13に示す凸型嵌合部12が
円盤状頂部受けプレート6上面に四体放射状に設けられ
てなる。そして、凹型受け嵌合部10を一つ開けて凸型嵌
合部12が対応し、凹形状受け緩衝部11と凸形状緩衝部13
とは間隙を有して遊嵌状態で嵌まり合っている。The concave receiving buffer 11 shown in FIG.
Are eight concave receiving fittings formed by a pair of nine ribs running radially in all directions downward.
The convex buffering portion 13 comprises three cylindrical columns 12a arranged at the respective vertices of a triangle. The convex fitting portion 12 shown in FIG. Become. Then, one concave receiving fitting part 10 is opened and the convex fitting part 12 corresponds, and the concave receiving buffer part 11 and the convex buffer part 13 correspond.
Are loosely fitted with a gap.
【0035】本実施の形態においても、前記実施の形態
1と同様の作用・効果を得ることができる。In this embodiment, the same operation and effect as those of the first embodiment can be obtained.
【0036】実施の形態3.Embodiment 3
【0037】図14〜図17は本発明におけるモニュメ
ント用建造物の縦断面図であり、本実施の形態は、前記
実施の形態1における硬材支柱3と中空立体物4との形
状の変形例であり、中空立体物4は回転対称形に形成さ
れている。これらの図において、図1〜図5と同一符号
は同一又は相当部分を示し、図14に示す中空立体物4
は縦断面が楕円の回転対称形であり、図15に示す中空
立体物4は縦断面が瓢箪型の回転対称形である。FIGS. 14 to 17 are longitudinal sectional views of a monument building according to the present invention. The present embodiment is a modification of the shape of the hard material column 3 and the hollow three-dimensional object 4 in the first embodiment. The hollow three-dimensional object 4 is formed in a rotationally symmetric shape. In these figures, the same reference numerals as those in FIGS. 1 to 5 indicate the same or corresponding parts, and the hollow three-dimensional object 4 shown in FIG.
Is a rotationally symmetric shape with an elliptical longitudinal section, and the hollow three-dimensional object 4 shown in FIG. 15 is a rotationally symmetrical shape with a gourd-shaped longitudinal section.
【0038】また、図16に示す中空立体物4は縦断面
がツリー型の回転対称形であり、頂部受けプレート6は
耐震ゴム14を介して硬材支柱3に取り付けられているの
で、中空立体物4に対する急激な上下荷重は耐震ゴム14
により緩衝することができる。The hollow three-dimensional object 4 shown in FIG. 16 has a tree-shaped rotationally symmetrical longitudinal section, and the top receiving plate 6 is attached to the hard material column 3 via the earthquake-resistant rubber 14. Sudden vertical load on object 4 is earthquake resistant rubber 14
Can be buffered.
【0039】また、図17に示すモニュメント用建造物
はドーム型中空立体物4と四本の硬材支柱3とからな
り、四本の硬材支柱3に渡された頂部受けプレート6の
上面には緩衝部13が設けられている。そして、各硬材支
柱3は径の異なる二本の円筒からなり、二本の円筒の間
にはバネ15が装着されているので、中空立体物4に対す
る急激な上下荷重はバネ15の弾発力により緩衝すること
ができる。The monument building shown in FIG. 17 is composed of a dome-shaped hollow three-dimensional object 4 and four hard pillars 3, and is provided on the upper surface of the top receiving plate 6 passed over the four hard pillars 3. Is provided with a buffer unit 13. Each hard material column 3 is composed of two cylinders having different diameters, and a spring 15 is mounted between the two cylinders. Can be buffered by force.
【0040】本実施の形態においても、前記実施の形態
1と同様の作用・効果を得ることができる。In this embodiment, the same operation and effect as those of the first embodiment can be obtained.
【0041】実施の形態4.Embodiment 4 FIG.
【0042】図18及び図19は本発明におけるモニュ
メント用建造物の縦断面図であり、本実施の形態は、前
記実施の形態1における硬材支柱3と中空立体物4との
形状の変形例であり、これらの図において、図1〜図5
と同一符号は同一又は相当部分を示し、図18に示す中
空立体物4は直方体であり、当該中空立体物4は四本の
硬材支柱3に被せて載せられ、各硬材支柱3間は中空立
体物4を形成する直方体の一部により間隙を有して塞が
れている。FIGS. 18 and 19 are longitudinal sectional views of a monument building according to the present invention. The present embodiment is a modification of the shape of the hard material column 3 and the hollow three-dimensional object 4 in the first embodiment. In these figures, FIGS.
The same reference numerals denote the same or corresponding parts, and the hollow three-dimensional object 4 shown in FIG. 18 is a rectangular parallelepiped, and the hollow three-dimensional object 4 is placed over the four hard material columns 3, and the space between each hard material column 3 is It is closed with a gap by a part of the rectangular solid forming the hollow three-dimensional object 4.
【0043】また、図19に示す中空立体物4は不規則
な形状の中空立体物であり、当該中空立体物4は四本の
硬材支柱3に被せて載せられ、各硬材支柱3間は中空立
体物4を形成する不規則な形状の一部により間隙を有し
て塞がれており、各凸型嵌合部12の形状は前記不規則な
形状に合わせるために高さが異なっている。The hollow three-dimensional object 4 shown in FIG. 19 is a hollow three-dimensional object having an irregular shape. The hollow three-dimensional object 4 is placed over the four hard material columns 3, Is closed with a gap by a part of the irregular shape forming the hollow three-dimensional object 4, and the shape of each convex fitting portion 12 is different in height in order to match the irregular shape. ing.
【0044】本実施の形態においても、前記実施の形態
1と同様の作用・効果を得ることができる。In this embodiment, the same operation and effect as in the first embodiment can be obtained.
【0045】実施の形態5.Embodiment 5 FIG.
【0046】図20は本発明におけるモニュメント用建
造物の縦断面図、図21は本発明に係るモニュメント用
建造物の緩衝装置を模型的に示した一部省略平面図であ
り、本実施の形態は、前記実施の形態1における受け緩
衝部11を構成する受け嵌合部10と緩衝部13を構成する嵌
合部12との形状の変形例であり、これらの図において、
図1〜図5と同一符号は同一又は相当部分を示し、本実
施の形態におけるモニュメント用建造物は直方体の中空
立体物4と四本の硬材支柱3とからなり、隣り合う二本
の硬材支柱3の先端に頂部受けプレート6を渡してそれ
ぞれ溶接されており、各頂部受けプレート6には中空立
体物4の天井を格子状に走る一対のリブ9により形成さ
れた凹型受け嵌合部10に遊嵌する直方体の凸状嵌合部12
が二本並べて設けられている。FIG. 20 is a longitudinal sectional view of a monument building according to the present invention, and FIG. 21 is a partially omitted plan view schematically showing a shock absorber for a monument building according to the present invention. Is a modified example of the shape of the receiving fitting portion 10 forming the receiving buffering portion 11 and the fitting portion 12 forming the buffering portion 13 in the first embodiment.
The same reference numerals as those in FIGS. 1 to 5 denote the same or corresponding parts, and the monument building in the present embodiment includes a rectangular parallelepiped hollow three-dimensional object 4 and four hard material pillars 3, and two adjacent hard metal pillars 3. The top support plate 6 is welded to the tip of the material support 3 across the top receiving plate 6. Each of the top support plates 6 has a concave receiving fitting portion formed by a pair of ribs 9 running in a lattice shape on the ceiling of the hollow three-dimensional object 4. A rectangular parallelepiped convex fitting part 12 that fits loosely into 10
Are provided side by side.
【0047】本実施の形態においても、前記実施の形態
1と同様の作用・効果を得ることができる。In this embodiment, the same operation and effect as those of the first embodiment can be obtained.
【0048】なお、実施の形態1乃至5における各中空
立体物の外側は所要の色彩とされ、必要に応じて文字や
図形等が表示される。The outside of each hollow three-dimensional object in the first to fifth embodiments has a required color, and characters and figures are displayed as necessary.
【0049】[0049]
【発明の効果】本発明によれば、地震や突風等により中
空立体物と硬材支柱との間で揺れが生じても中空立体物
に亀裂が入らないモニュメント用建造物の緩衝方法及び
緩衝装置を提供することができる。According to the present invention, a monument damping method and a damping device for a monument building in which a hollow three-dimensional object is not cracked even if a shaking occurs between the hollow three-dimensional object and a hard material column due to an earthquake, a gust, or the like. Can be provided.
【0050】また、中空立体物を硬材支柱に被せるよう
にして載せて中空立体物と硬材支柱とを連結しているの
で、中空立体物と硬材支柱とを接合する必要がないか
ら、モニュメント用建造物の組立作業効率を飛躍的に向
上させることができる。Further, since the hollow three-dimensional object and the hard material column are connected to each other by placing the hollow three-dimensional object on the hard material column, there is no need to join the hollow three-dimensional object and the hard material column. The assembly work efficiency of the monument building can be greatly improved.
【0051】従って、本発明の産業上利用性は非常に高
いといえる。Therefore, it can be said that the industrial applicability of the present invention is very high.
【図1】本発明におけるモニュメント用建造物の斜視図
である。FIG. 1 is a perspective view of a monument building according to the present invention.
【図2】図1に示すモニュメント用建造物の縦断面図で
ある。FIG. 2 is a longitudinal sectional view of the monument building shown in FIG.
【図3】本発明に係るモニュメント用建造物の緩衝装置
を模型的に示した一部省略平面図である。FIG. 3 is a partially omitted plan view schematically showing a damping device for a monument building according to the present invention.
【図4】本発明に係るモニュメント用建造物の緩衝方法
を説明する一部省略側面図である。FIG. 4 is a partially omitted side view for explaining a monument building buffering method according to the present invention.
【図5】本発明における凸型嵌合部を示す斜視図であ
る。FIG. 5 is a perspective view showing a convex fitting portion in the present invention.
【図6】本発明に係るモニュメント用建造物の緩衝装置
を模型的に示した一部省略平面図である。FIG. 6 is a partially omitted plan view schematically showing a damping device for a monument building according to the present invention.
【図7】本発明における凸型嵌合部を示す斜視図であ
る。FIG. 7 is a perspective view showing a convex fitting portion according to the present invention.
【図8】本発明に係るモニュメント用建造物の緩衝装置
を模型的に示した一部省略平面図である。FIG. 8 is a partially omitted plan view schematically showing a damping device for a monument building according to the present invention.
【図9】本発明における凸型嵌合部を示す斜視図であ
る。FIG. 9 is a perspective view showing a convex fitting portion according to the present invention.
【図10】本発明に係るモニュメント用建造物の緩衝装
置を模型的に示した一部省略平面図である。FIG. 10 is a partially omitted plan view schematically showing a damping device for a monument building according to the present invention.
【図11】本発明における凸型嵌合部を示す斜視図であ
る。FIG. 11 is a perspective view showing a convex fitting portion in the present invention.
【図12】本発明に係るモニュメント用建造物の緩衝装
置を模型的に示した一部省略平面図である。FIG. 12 is a partially omitted plan view schematically showing a shock absorber for a monument building according to the present invention.
【図13】本発明における凸型嵌合部を示す斜視図であ
る。FIG. 13 is a perspective view showing a convex fitting portion according to the present invention.
【図14】本発明におけるモニュメント用建造物の縦断
面図である。FIG. 14 is a longitudinal sectional view of a monument building according to the present invention.
【図15】本発明におけるモニュメント用建造物の縦断
面図である。FIG. 15 is a longitudinal sectional view of a monument building according to the present invention.
【図16】本発明におけるモニュメント用建造物の縦断
面図である。FIG. 16 is a longitudinal sectional view of a monument building according to the present invention.
【図17】本発明におけるモニュメント用建造物の縦断
面図である。FIG. 17 is a longitudinal sectional view of a monument building according to the present invention.
【図18】本発明におけるモニュメント用建造物の縦断
面図である。FIG. 18 is a longitudinal sectional view of a monument building according to the present invention.
【図19】本発明におけるモニュメント用建造物の縦断
面図である。FIG. 19 is a longitudinal sectional view of a monument building according to the present invention.
【図20】本発明におけるモニュメント用建造物の縦断
面図である。FIG. 20 is a longitudinal sectional view of a monument building according to the present invention.
【図21】本発明に係るモニュメント用建造物の緩衝装
置を模型的に示した一部省略平面図である。FIG. 21 is a partially omitted plan view schematically showing a damping device for a monument building according to the present invention.
【図22】従来のモニュメント用建造物を模型的に示し
た断面図である。FIG. 22 is a cross-sectional view schematically showing a conventional monument building.
1 モニュメント用建造物 2 支柱 3 硬材支柱 4 中空立体物 6 頂部受けプレート 9 リブ 10 受け嵌合部 11 受け緩衝部 12 嵌合部 13 緩衝部 REFERENCE SIGNS LIST 1 monument building 2 support 3 hard material support 4 hollow three-dimensional object 6 top receiving plate 9 rib 10 receiving fitting part 11 receiving buffer part 12 fitting part 13 buffer part
Claims (7)
硬材支柱より軟質の中空立体物とからなるモニュメント
用建造物における該硬材支柱と該中空立体物との間で生
じる揺れを吸収するモニュメント用建造物の緩衝方法で
あって、前記硬材支柱の頂部と該頂部に当接する前記中
空立体物内側の上部とは凹凸形状にて遊嵌状態で嵌まり
合っており、前記中空立体物の下部と前記硬材支柱とは
間隙を有して形成されており、前記硬材支柱と前記中空
立体物との間で生じる揺れを前記硬材支柱の頂部と前記
中空立体物内側の上部との嵌まり合った凹凸間の振れに
より吸収することを特徴とするモニュメント用建造物の
緩衝方法。1. A monument building comprising a hard pillar and a hollow three-dimensional object softer than the hard pillar mounted on the hard pillar, generated between the hard pillar and the hollow three-dimensional object. A method of damping a monument building that absorbs shaking, wherein a top portion of the hard pillar and an upper portion inside the hollow three-dimensional object that abuts the top portion are fitted in an uneven shape in a loose fit state, The lower part of the hollow three-dimensional object and the hard material column are formed with a gap therebetween, and the shaking occurring between the hard material column and the hollow three-dimensional object is caused by the top of the hard material column. A damping method for a monument building, wherein the vibration is absorbed by a run-out between irregularities fitted to an upper portion inside the hollow three-dimensional object.
硬材支柱より軟質の中空立体物とからなるモニュメント
用建造物における該硬材支柱と該中空立体物との間で生
じる揺れを吸収するモニュメント用建造物の緩衝方法で
あって、前記硬材支柱の頂部と該頂部に当接する前記中
空立体物内側の上部とは凹凸形状にて遊嵌状態で嵌まり
合っており、前記中空立体物の下部は前記硬材支柱の近
傍まで近接させて該硬材支柱との間に間隙を有して形成
されており、前記硬材支柱と前記中空立体物との間で生
じる揺れを前記硬材支柱の頂部と前記中空立体物内側の
上部との嵌まり合った凹凸間の振れにより吸収すること
を特徴とするモニュメント用建造物の緩衝方法。 2. A hardwood support and said hardwood support mounted thereon.
A monument consisting of a hollow solid object that is softer than the hardwood strut
Between the hard strut and the hollow three-dimensional object in the building
With a monument building buffering method that absorbs
And the top of the hardwood strut and the middle portion abutting the top
The upper part inside the empty solid object fits loosely in the uneven shape
And the lower part of the hollow three-dimensional object is close to the hardwood support.
Close to the side and formed with a gap between the hard pillars
Between the hard pillar and the hollow three-dimensional object.
The swaying between the top of the hard pillar and the inside of the hollow solid object
Absorb by the run-out between the concave and convex fittings with the upper part
A method for buffering a monument building, the method comprising:
柱の頂部は中空立体物内側の上部中心部において該中空
立体物と凹凸形状で遊嵌されている請求項1又は2記載
のモニュメント用建造物の緩衝方法。 3. The hollow solid object is rotationally symmetrical, and
The top of the pillar is hollow at the top center inside the hollow three-dimensional object.
The three-dimensional object is loosely fitted in an uneven shape.
Monument building buffer method.
硬材支柱より軟質の中空立体物とからなるモニュメント
用建造物における該硬材支柱と該中空立体物との間で生
じる揺れを吸収するモニュメント用建造物の緩衝装置で
あって、前記硬材支柱の頂部に凹凸形状にて遊嵌する緩
衝部を設けると共に、前記頂部と当接する前記中空立体
物内側の上部に前記緩衝部に遊嵌する受け緩衝部を設
け、中空立体物の下部と前記硬材支柱とは間隙を有して
形成し、前記硬材支柱と前記中空立体物との間で生じる
揺れを前記緩衝部と前記受け緩衝部との嵌まり合った凹
凸間の振れにより吸収することを特徴とするモニュメン
ト用建造物の緩衝装置。 4. A hardwood support and said hardwood support mounted thereon.
A monument consisting of a hollow solid object that is softer than the hardwood strut
Between the hard strut and the hollow three-dimensional object in the building
With a shock absorber for monument buildings that absorbs tremors
There is a loose fit that is loosely fitted to the top of the hardwood strut in an uneven shape.
The hollow solid is provided with an abutting portion and abuts on the top portion.
At the upper part on the inside of the object, a receiving buffer part that fits loosely into the buffer
The lower part of the hollow three-dimensional object and the hard pillar have a gap.
Form and occur between the hardwood strut and the hollow solid
The shaking is caused by the concave fitting of the buffer portion and the receiving buffer portion.
Monument characterized by absorption by runout between convexities
Shock absorbers for buildings.
硬材支柱より軟質の中空立体物とからなるモニュメント
用建造物における該硬材支柱と該中空立体物との間で生
じる揺れを吸収するモニュメント用建造物の緩衝装置で
あって、前記硬材支柱の頂部に凹凸形状にて遊嵌する緩
衝部を設けると共に、前記頂部と当接する前記中空立体
物内側の上部に前記緩衝部に遊嵌する受け緩衝部を設
け、中空立体物の下部を前記硬材支柱の近傍まで近接さ
せて該硬材支柱との間に間隙を有して形成し、前記硬材
支柱と前記中空立体物との間で生じる揺れを前記緩衝部
と前記受け緩衝部との嵌まり合った凹凸間の振れにより
吸収することを特徴とするモニュメント用建造物の緩衝
装置。 5. A hard material support and said hard material support mounted on said hard material support.
A monument consisting of a hollow solid object that is softer than the hardwood strut
Between the hard strut and the hollow three-dimensional object in the building
With a shock absorber for monument buildings that absorbs tremors
There is a loose fit that is loosely fitted to the top of the hardwood strut in an uneven shape.
The hollow solid is provided with an abutting portion and abuts on the top portion.
At the upper part on the inside of the object, a receiving buffer part that fits loosely into the buffer
The lower part of the hollow solid object as close as possible to the vicinity of the hardwood support.
To form a gap with the hard material column,
The vibration generated between the column and the hollow three-dimensional object
And the vibration between the concave and convex fittings of the receiving buffer part
Absorbing monument buildings characterized by absorption
apparatus.
物が回転対称立体物であり、受け緩衝部が中空立体物内The object is a rotationally symmetric three-dimensional object, and the receiving buffer is in a hollow three-dimensional object.
側の上部中心部に凹形状に形成されている請求項4又はThe concave portion is formed in the upper central portion on the side.
5記載のモニュメント用建造物の緩衝装置。5. The shock absorber for a monument building according to claim 5.
部を中心として放射状に設けられていて、緩衝部が受けIs provided radially around the
緩衝部に対応させて設けられている請求項6記載のモニ7. The monitor according to claim 6, wherein the monitor is provided corresponding to the buffer portion.
ュメント用建造物の緩衝装置。Shock absorbers for building structures.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10816499A JP3177652B2 (en) | 1999-04-15 | 1999-04-15 | Method and apparatus for buffering monument buildings |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10816499A JP3177652B2 (en) | 1999-04-15 | 1999-04-15 | Method and apparatus for buffering monument buildings |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2000297560A JP2000297560A (en) | 2000-10-24 |
JP3177652B2 true JP3177652B2 (en) | 2001-06-18 |
Family
ID=14477606
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP10816499A Expired - Fee Related JP3177652B2 (en) | 1999-04-15 | 1999-04-15 | Method and apparatus for buffering monument buildings |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3177652B2 (en) |
-
1999
- 1999-04-15 JP JP10816499A patent/JP3177652B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JP2000297560A (en) | 2000-10-24 |
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