JPS60112905A - Apparatus for supporting fixed end of structure - Google Patents

Apparatus for supporting fixed end of structure

Info

Publication number
JPS60112905A
JPS60112905A JP21769083A JP21769083A JPS60112905A JP S60112905 A JPS60112905 A JP S60112905A JP 21769083 A JP21769083 A JP 21769083A JP 21769083 A JP21769083 A JP 21769083A JP S60112905 A JPS60112905 A JP S60112905A
Authority
JP
Japan
Prior art keywords
spherical surface
support member
concave spherical
metal
fixed end
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
Application number
JP21769083A
Other languages
Japanese (ja)
Other versions
JPH03443B2 (en
Inventor
石井 武二
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.)
BBM Co Ltd
Original Assignee
BBM Co Ltd
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 BBM Co Ltd filed Critical BBM Co Ltd
Priority to JP21769083A priority Critical patent/JPS60112905A/en
Publication of JPS60112905A publication Critical patent/JPS60112905A/en
Publication of JPH03443B2 publication Critical patent/JPH03443B2/ja
Granted legal-status Critical Current

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Landscapes

  • Bridges Or Land Bridges (AREA)

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】 本発明は、橋梁等の構造物の固定端部全回転可能にかつ
横移動しないように支承する構造物固定端支承装置に関
するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a structure fixed end support device for supporting a fixed end of a structure such as a bridge so that the fixed end thereof can be fully rotated and prevented from moving laterally.

次に本発明全図示の例によって詳細に説明する。Next, the present invention will be explained in detail by way of fully illustrated example.

図面は本発明の一実施例を示すものであって、金属製下
部支承部材2の下部に、コンクv−ト製橋台または橋脚
等の支持構造体1に埋設される十字状のリブ10が一体
に連設されると共に、その支持構造体1に埋設される定
着用鉄筋11が溶接によシ固着され、かつ金属製上部支
承部材5の上部には、コンクIJ−ト製橋桁等の被支持
構造物4に埋設される十字状のリプ12が一体に連設さ
肛ると共に、その構造物4に埋設される定着用鉄筋16
が溶接によシ固着されている。
The drawing shows one embodiment of the present invention, in which a cross-shaped rib 10 embedded in a support structure 1 such as a concrete vat abutment or a bridge pier is integrated into the lower part of a metal lower support member 2. Anchoring reinforcing bars 11 are fixed by welding and are embedded in the support structure 1, and the upper part of the metal upper support member 5 is provided with supported objects such as bridge girders made of concrete IJ. The cross-shaped ribs 12 embedded in the structure 4 are integrally connected, and the anchoring reinforcing bars 16 are embedded in the structure 4.
is fixed by welding.

下部支承部材2の上部に、上向きに開lコする下部凹球
面6が設けられ、かつ下部支承部材2における構造物長
手方向に直角な方向の両側には、フランツ14が一体に
連設され、そのフランツ14にはボルト挿通用透孔15
が設けられ、さらに土部支承部材5の下部には下向きに
開1コする上部凹球面6が設けられ、また上部支承部材
゛5における構造物長手方向に直角な方向の両側にフラ
ンツ16が一体に連設さtlそのフランツ16にはボル
ト挿通用透孔17が設すられている。
A lower concave spherical surface 6 that opens upward is provided on the upper part of the lower support member 2, and flantz 14 are integrally provided on both sides of the lower support member 2 in a direction perpendicular to the longitudinal direction of the structure. The flange 14 has a through hole 15 for bolt insertion.
Further, an upper concave spherical surface 6 that opens downward is provided at the lower part of the soil support member 5, and flantz 16 are integrally formed on both sides of the upper support member 5 in the direction perpendicular to the longitudinal direction of the structure. A through hole 17 for bolt insertion is provided in the flange 16 connected to the flange 16.

上部支承部材5の上部凹球面6は下部支承部材2の下部
凹球面6の上方においてこれに対向するように配置され
、金属製ベアリング部材7の下部に形成された下部凸球
面8は前記下部凹球面乙に嵌合され、かつベアリング部
@7の上部に形成された上部凸球面9は前記上部凹球面
乙に嵌合されている。
The upper concave spherical surface 6 of the upper support member 5 is disposed above and opposite to the lower concave spherical surface 6 of the lower support member 2, and the lower convex spherical surface 8 formed at the lower part of the metal bearing member 7 is connected to the lower concave spherical surface 6 of the lower support member 2. The upper convex spherical surface 9, which is fitted into the spherical surface B and formed on the upper part of the bearing part @7, is fitted into the upper concave spherical surface B.

前記各フランツ14,16の透孔15.’17にわたっ
て挿通されたがルト18にナツト19が螺合さ扛、その
ボルト18およびナツト19により下i5B支承部拐2
と上部支承部材5とがベアリング部材7を介して締付結
合され、この状態で下部支承部4Δ2が支持構造体1に
固定されると共に上部支承部材5が構造物4の固定側端
部に固定されたのち、構造物4の回転(支承部を中心と
する上下方向回動)を阻害しないようにボルトナツトに
よる締伺けが解放される。
Through holes 15 in each of the Franz 14 and 16. The nut 19 was screwed into the bolt 18, and the lower i5B bearing was removed by the bolt 18 and nut 19.
and the upper support member 5 are tightened together via the bearing member 7, and in this state, the lower support part 4Δ2 is fixed to the support structure 1, and the upper support member 5 is fixed to the fixed side end of the structure 4. After that, the tightening by the bolts and nuts is released so as not to impede the rotation of the structure 4 (vertical rotation around the support part).

前記実施例の装置において、構造物4に対し著しく大き
な水平力が作用して、ベアリング部組7が下部支承部材
2の下部凹球面乙に沿ってせシ上がろうとすると共に、
上部支承部材5がベアリング部材7の上部凸球面9に沿
ってせシ上がろうとした場合は、そのせシ上が9がボル
ト18およびナツト19によυ阻止される。
In the device of the above embodiment, a significantly large horizontal force acts on the structure 4, and the bearing assembly 7 tries to rise along the lower concave spherical surface B of the lower support member 2, and
When the upper support member 5 attempts to rise along the upper convex spherical surface 9 of the bearing member 7, the upward movement of the upper part 9 is prevented by the bolt 18 and nut 19.

この発明を実施する場合、前記下部支承部材2および上
部支承部材5は鋼材例えば鋳鋼により製作され、またベ
アリング部材7は゛下部支承部材2および上部支承部材
5よりも軟質の金属例えばJIS、H5102の高力黄
銅鋳物あるいはその他の黄%1等に 、に t+ ’J
’!! I乍1〜,11 イ1.1 ぺ ノ′ リ ン
 グアi11.11’ 7 <tI・ jll(支承部
相2および上部支承部材5よシも軟質の金属によシ製作
すれば、ベアリング部材7と下部支承部材2および土部
支承部材5との接触部のなじみを良くすることができる
When carrying out this invention, the lower support member 2 and the upper support member 5 are made of steel, such as cast steel, and the bearing member 7 is made of a softer metal than the lower support member 2 and the upper support member 5, such as JIS, H5102 high grade. For brass castings or other yellow %1 grade, to t + 'J
'! ! I1~,11 I1.1 Peno' Ring Gua i11.11'7 <tI・jll (If the bearing part phase 2 and the upper support member 5 are also made of soft metal, the bearing member 7 and the lower support member 2 and soil support member 5 can be made to fit better.

また前記下部凹球面6および上部凸球面9に多数の浅い
凹部を設け、その凹部に黒鉛潤滑剤を収容しておくのが
回転抵抗を軽減できるので好ましい。さらにまた、前記
フランツ14.16およびボルト18.ナツト19を省
略してもよい。
Further, it is preferable to provide a large number of shallow recesses in the lower concave spherical surface 6 and the upper convex spherical surface 9, and to store graphite lubricant in the recesses, since rotational resistance can be reduced. Furthermore, said Franz 14.16 and bolt 18. The nut 19 may be omitted.

本発明によれば、支持構造体1の上部に固定される金属
製下部支承部材2の上部に、上向きに開口する下部凹球
面6が設けられ、構造物4の下部に固定される金属製上
部支承部材5の下部に、下向きに開1]する上部凹球面
6が設けられ、金属製ベアリング部材7の下部に形成さ
れた下部凸球面8が前記下部凹球面6に嵌合されると共
に、前記ベアリング部材7の上部に形成された上部凸球
面9が前記上部凹球面乙に嵌合されているので、下部凹
球面6に対する下部凸球面8の回動あるいは上部凸球面
9に対する上部凹球面60回動“またはそれら双方の回
動によシ、構造物40回転(支承f’il!s k中心
とする上下方向回動)および捻れ等f FF容し、それ
ぞれ金属口料によジ構成された下部支承部材゛2とベア
リング部材7と上部支承部材5とを常に面接触させるこ
とができ、そのため支承装置を小型にかつ低コストで製
作することができ、さらに下部凹球面6と下部凸球向8
との嵌合部ふ・よび上部凹球面6と上部凸球面9との嵌
合部には構造物4による大きな荷重が作用しているので
、水平力による構造物の横方向のずれ動きを防止するこ
とができ、そのため下部支承部材2とベアリング部材7
との間および上部支承部材5とベア1ノング部材7との
間あるいは下部支承部材2と上音じ支承部材5との間に
移動防止用の特別なストツ/e装置を設ける必要がない
等の効果が得られる。
According to the present invention, the lower concave spherical surface 6 opening upward is provided on the upper part of the metal lower support member 2 fixed to the upper part of the support structure 1, and the metal upper part fixed to the lower part of the structure 4 An upper concave spherical surface 6 that opens downward 1 is provided at the lower part of the bearing member 5, and a lower convex spherical surface 8 formed at the lower part of the metal bearing member 7 is fitted into the lower concave spherical surface 6. Since the upper convex spherical surface 9 formed on the upper part of the bearing member 7 is fitted into the upper concave spherical surface B, the lower convex spherical surface 8 rotates relative to the lower concave spherical surface 6 or the upper concave spherical surface rotates 60 times relative to the upper convex spherical surface 9. 40 rotations of the structure (vertical rotation around the support center) and torsion, etc. due to the rotation of both of them, and each of them was constructed with a metal mouthpiece. The lower support member 2, the bearing member 7, and the upper support member 5 can always be brought into surface contact, so that the bearing device can be manufactured in a small size and at low cost. 8
Since a large load from the structure 4 is applied to the fitting part between the upper concave spherical surface 6 and the upper convex spherical surface 9, lateral displacement of the structure due to horizontal force is prevented. , so that the lower bearing member 2 and the bearing member 7
and between the upper support member 5 and the bear 1 non-gang member 7 or between the lower support member 2 and the upper sound support member 5. Effects can be obtained.

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

図面は本発明の一実施例を示すものであって、第1図は
構造物固定端支承装置の使用状態を示す側面図、第2図
は構造物固定端支承装置の使用状態を示す拡大縦断正面
図、第6図は第2図のA−A線断面図、第4図は下部支
承部材とベア1ノング部材と上部支承部材とを分離して
示す一部縦H7(II!1面図である。
The drawings show an embodiment of the present invention, in which FIG. 1 is a side view showing how the fixed end support device for structures is used, and FIG. 2 is an enlarged longitudinal section showing how the fixed end support device for structures is used. A front view, FIG. 6 is a sectional view taken along the line A-A in FIG. 2, and FIG. 4 is a partially longitudinal H7 (II! It is.

Claims (1)

【特許請求の範囲】[Claims] 支持構造体1の上部に固定される金属製下部支承部材2
の上部に、上向きに開口する下部凹球面6が設けられ、
構造物4の下部に固定される金属製上部支承部材5の下
部に、下向きに開口する上部凹球面6が設けられ、金属
製ベアリング部材7の下部に形成された下部凸球面8は
前記下部凹球面乙に嵌合され、前記ベアリング部材7の
上部に形成された上部凸球面9は前記上部凹球面6に嵌
合さ扛ていることを特徴とする構造物固定端支承装置。
A metal lower support member 2 fixed to the upper part of the support structure 1
A lower concave spherical surface 6 that opens upward is provided at the upper part of the
An upper concave spherical surface 6 that opens downward is provided at the lower part of the metal upper support member 5 fixed to the lower part of the structure 4, and the lower convex spherical surface 8 formed at the lower part of the metal bearing member 7 is connected to the lower concave surface. An upper convex spherical surface 9 formed on the upper part of the bearing member 7 is fitted into the spherical surface B, and an upper concave spherical surface 6 is fitted into the upper concave spherical surface 6.
JP21769083A 1983-11-21 1983-11-21 Apparatus for supporting fixed end of structure Granted JPS60112905A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21769083A JPS60112905A (en) 1983-11-21 1983-11-21 Apparatus for supporting fixed end of structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21769083A JPS60112905A (en) 1983-11-21 1983-11-21 Apparatus for supporting fixed end of structure

Publications (2)

Publication Number Publication Date
JPS60112905A true JPS60112905A (en) 1985-06-19
JPH03443B2 JPH03443B2 (en) 1991-01-08

Family

ID=16708189

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21769083A Granted JPS60112905A (en) 1983-11-21 1983-11-21 Apparatus for supporting fixed end of structure

Country Status (1)

Country Link
JP (1) JPS60112905A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0532505U (en) * 1991-03-14 1993-04-27 オイレス工業株式会社 Seismic isolation support for light loads
JP2006233488A (en) * 2005-02-23 2006-09-07 Hitachi Metals Techno Ltd Seismic response control column base structure and seismic response control structure using this structure
JP2006233444A (en) * 2005-02-22 2006-09-07 Hitachi Metals Techno Ltd Seismic response control column base structure and seismic response control structure using this structure

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0532505U (en) * 1991-03-14 1993-04-27 オイレス工業株式会社 Seismic isolation support for light loads
JP2006233444A (en) * 2005-02-22 2006-09-07 Hitachi Metals Techno Ltd Seismic response control column base structure and seismic response control structure using this structure
JP2006233488A (en) * 2005-02-23 2006-09-07 Hitachi Metals Techno Ltd Seismic response control column base structure and seismic response control structure using this structure
JP4718206B2 (en) * 2005-02-23 2011-07-06 日立機材株式会社 Damping column base structure and damping structure using the same

Also Published As

Publication number Publication date
JPH03443B2 (en) 1991-01-08

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