JPS64414Y2 - - Google Patents

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Publication number
JPS64414Y2
JPS64414Y2 JP4569383U JP4569383U JPS64414Y2 JP S64414 Y2 JPS64414 Y2 JP S64414Y2 JP 4569383 U JP4569383 U JP 4569383U JP 4569383 U JP4569383 U JP 4569383U JP S64414 Y2 JPS64414 Y2 JP S64414Y2
Authority
JP
Japan
Prior art keywords
steel
elastic support
diameter
elongation suppressing
rubber
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
Application number
JP4569383U
Other languages
Japanese (ja)
Other versions
JPS59151916U (en
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 filed Critical
Priority to JP4569383U priority Critical patent/JPS59151916U/en
Publication of JPS59151916U publication Critical patent/JPS59151916U/en
Application granted granted Critical
Publication of JPS64414Y2 publication Critical patent/JPS64414Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】[Detailed explanation of the idea]

本考案は、橋桁その他の構造物を弾性的に移動
可能に支承する構造物用弾性支承体に関するもの
である。 従来、平坦な受圧面を有する構造物用弾性支承
体としては、円磐状または4角形盤状のゴム層内
に、広い面積の貫通孔を有する鋼製伸び抑制材を
埋設した構造のものが知られている。そしてこの
構造の弾性支承体の場合は、鋼製伸び抑制材の上
下両側のゴム層が、鋼製伸び抑制材における広い
面積の貫通孔の部分で連続して一体化しているの
で、弾性支承体の一体性を向上させることができ
るという利点がある。 しかるに、この構造の弾性支承体においては、
ゴム層の全体厚さが、鋼製伸び抑制材のある部分
とない部分とで異なり、そのためゴム層の厚さが
小さい部分ではばね常数が大きくなると共に、ゴ
ム層の厚さが大きい部分ではばね常数が小さくな
つて、弾性支承体にばね常数の差が生じ、弾性支
承体に構造物の荷重が作用した場合、その荷重を
ゴム層におけるばね定数の大きい部分がばね定数
の小さい部分よりも多く負担することになる。 またゴム層におけるばね常数の大きい部分の面
積がばね常数の小さい部分の面積よりも狭くなる
程、そのばね常数の大きい部分の荷重負担率が大
きくなり、荷重負担率が或る限度を越えると、ゴ
ム材に過大な圧縮応力が作用したり、ゴム材が早
期に老化するという問題が発生する。 鋼棒に曲げ加工を施すと共に端部を溶接により
結合してなる複数の環状体を同一平面上に配置し
て連結してなる鋼製伸び抑制材の場合は、受圧面
積が著しく小さく、貫通孔の面積が著しく大きい
ので、前述の問題が特に大きくなる。 本考案は前述の問題を有利に解決した構造物用
弾性支承体を提供することを目的とするものであ
る。 次に本考案を図示の例によつて詳細に説明す
る。 第1図および第2図に示す本考案の第1実施例
の場合は、断面円形の鋼棒が大円形に曲げられる
と共に端部が溶接により結合されて、大径円環体
1が構成され、かつ断面円形の鋼棒が小円形に曲
げられると共に端部が溶接により結合されて、小
径円環体2が構成され、さらに多数の小径円環体
2が前記大径円環体1内において同一平面上に位
置するように並べて嵌設され、隣接する小径円環
体2が溶接により相互に結合されると共に、大径
円環体1とこれに隣接する小径円環体2とが溶接
により結合され、前記大径円環体1とその中に嵌
入されて相互に結合された多数の小径円環体2と
により環体組合せ型の鋼製中間伸び抑制材3が構
成されている。また外周が円形になつている鋼板
に大径の円形貫通孔が同心的に設けられて、円環
状の鋼製受圧面側伸び抑制材4が構成されてい
る。 前記鋼製中間伸び抑制材3の表裏両側(上下両
側)にそれぞれ鋼製受圧面側伸び抑制材4が間隔
をおいて配置され、前記鋼製中間伸び抑制材3に
おける各小径円環体2内およびこれと大径円環体
1間の上下方向貫通孔内に硬質ゴム材5が充填さ
れ、かつ前記鋼製受圧面側伸び抑制材4の上下方
向貫通孔内に硬質ゴム材6が充填され、さらに前
記中間伸び抑制材3および硬質ゴム材5からなる
板状部分と、前記受圧面側伸び抑制材4および硬
質ゴム6からなる板状部分との間に、各伸び抑制
材3,4よりも厚い軟質ゴム材7が介在され、ま
た受圧面側伸び抑制材4および硬質ゴム材6から
なる板状部分の外側には厚さ1〜2mm程度の軟質
ゴム被膜8が重合されている。 前記各硬質ゴム材5,6と軟質ゴム7と軟質ゴ
ム被膜8とは加硫処理(加圧加熱)により一体に
結合され、かつ中間伸び抑制材3および受圧面側
伸び抑制材4と前記各硬質ゴム材、軟質ゴム材お
よび軟質ゴム被膜とは加硫処理の際に一体に結合
される。また前記中間伸び抑制材3および受圧面
側伸び抑制材4の外周面は軟質ゴム材により被覆
され、弾性支承体の上下の受圧面は平坦になつて
いる。 前記硬質ゴム材5,6としては例えば硬度80〜
90度のものが用いられ、また前記軟質ゴム材7お
よび軟質ゴム被膜8としては例えば硬度50〜70度
のものが用いられる。次に各ゴム材の硬度の組合
わせ例を第1表に示す。
The present invention relates to an elastic support for structures that elastically and movably supports bridge girders and other structures. Conventionally, elastic supports for structures with a flat pressure-receiving surface have a structure in which a steel elongation suppressing material with a wide area through hole is embedded in a circular or square plate-shaped rubber layer. Are known. In the case of an elastic support with this structure, the rubber layers on both the upper and lower sides of the steel elongation suppressor are continuously integrated at the wide-area through hole in the steel elongation suppressor, so the elastic support It has the advantage of improving the integrity of the However, in the elastic support with this structure,
The overall thickness of the rubber layer is different between the parts with and without the steel elongation suppressor, so the spring constant is large in parts where the rubber layer is thin, and the spring constant is large in parts where the rubber layer is thick. As the constant becomes smaller, a difference in spring constant occurs in the elastic bearing, and when the load of the structure acts on the elastic bearing, the part of the rubber layer with a large spring constant absorbs the load more than the part with a small spring constant. You will have to bear the burden. In addition, as the area of the portion of the rubber layer with a large spring constant becomes smaller than the area of the portion with a small spring constant, the load bearing rate of the portion with a large spring constant increases, and when the load bearing rate exceeds a certain limit, Problems arise in that excessive compressive stress acts on the rubber material and that the rubber material ages prematurely. In the case of steel elongation suppressing materials, which are made by connecting multiple annular bodies arranged on the same plane and connected by bending a steel bar and joining the ends by welding, the pressure receiving area is extremely small, and the through holes are The aforementioned problems are particularly exacerbated by the fact that the area of The object of the present invention is to provide an elastic support for a structure that advantageously solves the above-mentioned problems. The invention will now be explained in detail by way of illustrated examples. In the case of the first embodiment of the present invention shown in FIGS. 1 and 2, a large-diameter toric body 1 is constructed by bending a steel rod with a circular cross section into a large circle and joining the ends by welding. , and a steel rod with a circular cross section is bent into a small circle and the ends are joined by welding to form a small diameter torus 2, and a large number of small diameter toruses 2 are arranged within the large diameter torus 1. They are fitted side by side so as to be located on the same plane, and the adjacent small-diameter toric bodies 2 are connected to each other by welding, and the large-diameter toric body 1 and the adjacent small-diameter toric body 2 are connected by welding. The large-diameter toric body 1 and the large number of small-diameter toric bodies 2 fitted therein and connected to each other constitute a toroidal combination type steel intermediate elongation suppressing material 3. Further, large-diameter circular through holes are concentrically provided in a steel plate having a circular outer periphery to constitute an annular steel pressure-receiving surface elongation suppressing material 4. Steel pressure-receiving surface side elongation suppressing materials 4 are arranged at intervals on both the front and back sides (both upper and lower sides) of the steel intermediate elongation suppressing material 3, and inside each small-diameter toric body 2 in the steel intermediate elongation suppressing material 3. A hard rubber material 5 is filled in the vertical through hole between this and the large-diameter toric body 1, and a hard rubber material 6 is filled in the vertical through hole of the steel pressure receiving surface side elongation suppressing material 4. , Furthermore, between the plate-like part made of the intermediate elongation suppressing material 3 and the hard rubber material 5 and the plate-like part consisting of the pressure-receiving side elongation suppressing material 4 and the hard rubber 6, from each elongation suppressing material 3, 4 is provided. A thick soft rubber material 7 is interposed therebetween, and a soft rubber coating 8 having a thickness of about 1 to 2 mm is polymerized on the outside of the plate-shaped portion consisting of the pressure-receiving side elongation suppressing material 4 and the hard rubber material 6. The hard rubber materials 5 and 6, the soft rubber 7, and the soft rubber coating 8 are integrally bonded by vulcanization treatment (pressure heating), and the intermediate elongation suppressing material 3, the pressure-receiving side elongation suppressing material 4, and each of the above-mentioned The hard rubber material, soft rubber material, and soft rubber coating are bonded together during vulcanization. Further, the outer peripheral surfaces of the intermediate elongation suppressing material 3 and the pressure-receiving side elongation suppressing material 4 are covered with a soft rubber material, and the upper and lower pressure-receiving surfaces of the elastic support are flat. The hard rubber materials 5 and 6 have a hardness of, for example, 80 to
A material having a hardness of 90 degrees is used, and a material having a hardness of 50 to 70 degrees is used as the soft rubber material 7 and the soft rubber coating 8. Next, Table 1 shows examples of combinations of hardness of each rubber material.

【表】【table】

【表】 第3図に示す本考案の第2実施例の場合は、弾
性支承体の形状が円弧状隅部を有する4角形であ
り、鋼製中間伸び抑制材3が円弧状隅部を有する
断面円形鋼棒製4角環体9とその中に嵌入されて
溶接により結合された多数の小径円環体2とによ
り構成され、かつ鋼製受圧面側伸び抑制材4とし
て円弧状隅部を有す4角環状鋼板が用いられてい
るがその他の構成は第1実施例の場合と同様であ
る。 第4図および第5図に示す本考案の第3実施例
の場合は、鋼製中間伸び抑制材3および鋼製受圧
面側伸び抑制材4として円環状鋼板が用いられて
いるが、その他の構成は第1実施例の場合と同様
である。 第6図に示す本考案の第4実施例の場合は、鋼
製中間伸び抑制材3および鋼製受圧面側伸び抑制
材4として、隅部が円弧状になつている4角形外
周面および大径の円形貫通孔を有する環状鋼板が
用いられているが、その他の構成は第1実施例の
場合と同様である。 第7図に示す本考案の第5実施例の場合は、断
面円形の鋼棒を大円形に曲げると共に端部を溶接
により結合してなる複数の大径円環体1A,1B
が環体直径方向に重なるように配置され、かつ各
大径円環体1A,1Bがその周囲方向に間隔をお
いて部分的に溶接結合されて、小径円環体を持た
ない鋼製中間伸び抑制材3が構成されているが、
その他の構成は第1実施例の場合と同様である。 第8図に示す本考案の第6実施例の場合は、円
形または4角形の環状鋼板からなる複数の鋼製中
間伸び抑制材3が、弾性支承体の厚さ方向中間部
において、支承体厚さ方向に間隔をおいて埋設さ
れているが、その他の構成は第1実施例の場合と
同様である。 本考案によれば、ゴム層内に、貫通孔を有する
鋼製伸び抑制材が埋設されている構造物用弾性支
承体において、前記鋼製伸び抑制材の貫通孔内に
充填されたゴム材が硬質ゴム材であり、かつ他の
部分のゴム材が軟質ゴム材であるので、ゴム層に
おける鋼製伸び抑制材に重なる部分と他の部分と
のばね常数差を著しく小さくすることができ、そ
のため弾性支承体に構造物の荷重が作用した場
合、ゴム層の一部に過大な圧縮応力が作用するの
を防止することができ、さらに過大な圧縮応力作
用によるゴム材の早期老化を防止することがで
き、しかも鋼製伸び抑制材における広い面積の貫
通孔内に充填されている材料はゴム材であつて鋼
製伸び抑制材の両側のゴム材と一体成形できるの
で、強固な一体性を有しかつ圧縮応力差の少ない
弾性支承体を提供できる等の効果が得られる。
[Table] In the case of the second embodiment of the present invention shown in FIG. 3, the shape of the elastic support is a quadrilateral with arcuate corners, and the steel intermediate elongation suppressor 3 has arcuate corners. It is composed of a four-sided ring body 9 made of a steel rod with a circular cross section and a large number of small-diameter toric bodies 2 fitted therein and joined together by welding, and has an arcuate corner part as a steel pressure-receiving surface side elongation suppressing material 4. Although a square annular steel plate having the same structure is used, the other structure is the same as that of the first embodiment. In the case of the third embodiment of the present invention shown in FIGS. 4 and 5, annular steel plates are used as the steel intermediate elongation suppressing material 3 and the steel pressure-receiving surface side elongation suppressing material 4, but other The configuration is similar to that of the first embodiment. In the case of the fourth embodiment of the present invention shown in FIG. Although an annular steel plate having a circular through hole with a diameter is used, the other configurations are the same as in the first embodiment. In the case of the fifth embodiment of the present invention shown in FIG. 7, a plurality of large-diameter toric bodies 1A and 1B are formed by bending a steel rod having a circular cross section into a large circle and joining the ends by welding.
are arranged so as to overlap in the diametrical direction of the toroids, and the large-diameter toric bodies 1A and 1B are partially welded together at intervals in the circumferential direction, so that a steel intermediate elongated structure having no small-diameter toric bodies is formed. Although the suppressing material 3 is configured,
The other configurations are the same as in the first embodiment. In the case of the sixth embodiment of the present invention shown in FIG. 8, a plurality of intermediate elongation suppressing members 3 made of steel made of circular or square annular steel plates are arranged in the thickness direction of the elastic support at an intermediate portion in the thickness direction of the elastic support. Although they are buried at intervals in the horizontal direction, the other configuration is the same as that of the first embodiment. According to the present invention, in an elastic support for a structure in which a steel elongation suppressing material having a through hole is embedded in a rubber layer, the rubber material filled in the through hole of the steel elongation suppressing material is Since it is a hard rubber material and the rubber material in other parts is a soft rubber material, the difference in spring constant between the part of the rubber layer that overlaps with the steel elongation suppressing material and other parts can be significantly reduced. When a structural load is applied to the elastic support, excessive compressive stress can be prevented from acting on a part of the rubber layer, and furthermore, premature aging of the rubber material due to excessive compressive stress can be prevented. Moreover, since the material filled in the wide-area through-hole in the steel elongation suppressor is a rubber material and can be integrally molded with the rubber materials on both sides of the steel elongation suppressor, it has strong integrity. Moreover, effects such as being able to provide an elastic support with a small difference in compressive stress can be obtained.

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

第1図は本考案の第1実施例に係る構造物用弾
性支承体の一部切欠平面図、第2図はそのA−A
線拡大断面図、第3図は本考案の第2実施例に係
る構造物用弾性支承体の一部切欠平面図、第4図
は本考案の第3実施例に係る構造物用弾性支承体
の一部切欠平面図、第5図はそのB−B線拡大断
面図、第6図は本考案の第4実施例に係る構造物
用弾性支承体の一部切欠平面図、第7図は本考案
の第5実施例に係る構造物用弾性支承体の縦断正
面図、第8図は本考案の第6実施例に係る構造物
用弾性支承体の縦断正面図である。 1は大径円環体、2は小径円環体、3は鋼製中
間伸び抑制材、4は鋼製受圧面側伸び抑制材、
5,6は硬質ゴム材、7は軟質ゴム材、8は軟質
ゴム被膜。
FIG. 1 is a partially cutaway plan view of an elastic support for a structure according to a first embodiment of the present invention, and FIG. 2 is an A-A thereof.
3 is a partially cutaway plan view of an elastic support for structures according to a second embodiment of the present invention, and FIG. 4 is an enlarged line sectional view of an elastic support for structures according to a third embodiment of the present invention. FIG. 5 is an enlarged sectional view taken along the line B-B, FIG. 6 is a partially cutaway plan view of the elastic support for structures according to the fourth embodiment of the present invention, and FIG. FIG. 8 is a longitudinal sectional front view of an elastic support for structures according to a sixth embodiment of the present invention. FIG. 1 is a large-diameter toric body, 2 is a small-diameter toric body, 3 is a steel intermediate elongation suppressing material, 4 is a steel pressure-receiving surface side elongation suppressing material,
5 and 6 are hard rubber materials, 7 is a soft rubber material, and 8 is a soft rubber coating.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] ゴム層内に、貫通孔を有する鋼製伸び抑制材が
埋設されている構造物用弾性支承体において、前
記鋼製伸び抑制材の貫通孔内に充填されたゴム材
が硬質ゴム材でありかつ他の部分のゴム材が軟質
ゴム材であることを特徴とする構造物用弾性支承
体。
In an elastic support for a structure in which a steel elongation suppressing material having a through hole is embedded in a rubber layer, the rubber material filled in the through hole of the steel elongation suppressing material is a hard rubber material, and An elastic support for a structure, characterized in that the rubber material of the other parts is a soft rubber material.
JP4569383U 1983-03-31 1983-03-31 Elastic support for structures Granted JPS59151916U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4569383U JPS59151916U (en) 1983-03-31 1983-03-31 Elastic support for structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4569383U JPS59151916U (en) 1983-03-31 1983-03-31 Elastic support for structures

Publications (2)

Publication Number Publication Date
JPS59151916U JPS59151916U (en) 1984-10-11
JPS64414Y2 true JPS64414Y2 (en) 1989-01-06

Family

ID=30176219

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4569383U Granted JPS59151916U (en) 1983-03-31 1983-03-31 Elastic support for structures

Country Status (1)

Country Link
JP (1) JPS59151916U (en)

Also Published As

Publication number Publication date
JPS59151916U (en) 1984-10-11

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