JPH11131425A - Side block for bridge girder rubber bearing body - Google Patents

Side block for bridge girder rubber bearing body

Info

Publication number
JPH11131425A
JPH11131425A JP29406997A JP29406997A JPH11131425A JP H11131425 A JPH11131425 A JP H11131425A JP 29406997 A JP29406997 A JP 29406997A JP 29406997 A JP29406997 A JP 29406997A JP H11131425 A JPH11131425 A JP H11131425A
Authority
JP
Japan
Prior art keywords
block
rubber bearing
bearing body
bridge girder
height
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
JP29406997A
Other languages
Japanese (ja)
Other versions
JP3992335B2 (en
Inventor
Jun Miyajima
純 宮島
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.)
Yokohama Rubber Co Ltd
Original Assignee
Yokohama Rubber 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 Yokohama Rubber Co Ltd filed Critical Yokohama Rubber Co Ltd
Priority to JP29406997A priority Critical patent/JP3992335B2/en
Publication of JPH11131425A publication Critical patent/JPH11131425A/en
Application granted granted Critical
Publication of JP3992335B2 publication Critical patent/JP3992335B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Bridges Or Land Bridges (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a side block for bridge girder rubber bearing which can be easily manufactured in conformation to a large horizontal force without enlarging the block body or complicating the structure even when the height or designed horizontal force of a rubber bearing body is increased. SOLUTION: Block bodies 12 for limiting the horizontal displacement of a rubber bearing body 11 are set on both sides in bridge axial direction of a rubber bearing body, or on a traffic origin side Xa and a traffic terminus Xb. The block body 12 is formed of a plurality of vertically divided bodies. The block body 12 is formed of a protruding sectional upper block 13 and a lower block 14 for supporting the lower surface side of the upper block 13, sleeve parts 13b, 13b situated on both sides of the protruding part 13a of the upper block 13 are fastened and fixed to the lower block 14 by a plurality of fastening bolts 15a, and the lower block 14 is fastened and fixed to the support plate 16 of the rubber bearing body 11 by a plurality of fastening bolts 15b.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、橋桁ゴム支承体
のサイドブロックにかかわり、更に詳しくはゴム支承体
の橋軸方向に作用する大水平力に応して、その大水平力
に対応して容易に製作できる橋桁ゴム支承体のサイドブ
ロックに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a side block of a bridge girder rubber bearing, and more particularly, to a large horizontal force acting on a rubber bearing in a bridge axis direction. The present invention relates to a side block of a bridge girder rubber bearing that can be easily manufactured.

【0002】[0002]

【従来の技術】従来、橋桁の橋軸方向(矢印X方向)に
は、図4及び図5に示すようなゴム状弾性シートと鋼板
とを積層させたゴム支承体1が設置され、このゴム支承
体1の橋軸方向の両側には、ゴム支承体1に作用する水
平力Fによる水平変位を制限する逆T字状の鋼材を用い
て製作した所定高さhのサイドブロック本体2が固定し
てある。
2. Description of the Related Art Conventionally, a rubber bearing 1 in which a rubber-like elastic sheet and a steel plate are laminated as shown in FIGS. 4 and 5 is installed in the direction of the bridge axis (direction of arrow X) of a bridge girder. On both sides of the support 1 in the bridge axis direction, a side block body 2 having a predetermined height h manufactured using an inverted T-shaped steel material for limiting horizontal displacement due to a horizontal force F acting on the rubber support 1 is fixed. I have.

【0003】[0003]

【発明が解決しようとする課題】然しながら、ゴム支承
体1の高さや、設計水平力が大きくなる従いサイドブロ
ック本体2に作用するモーメントが大きくなり、これに
抵抗するため、サイドブロック本体2の幅を大きくしな
ければならず、遂には必要鋼材が製造不可能な寸法とな
ってしまうと言う問題があった。
However, as the height of the rubber bearing 1 and the design horizontal force increase, the moment acting on the side block body 2 increases. Therefore, there is a problem that the required steel material finally becomes a dimension that cannot be manufactured.

【0004】また、取付けボルト3の径や本数を増加す
る場合も考えられるが、平面が大きくなってしまいゴム
支承体が複雑になると共に、取付け作業に多くの手間と
時間がかかると言う問題があった。この発明の目的は、
ゴム支承体の高さや設計水平力が大きくなっても、ブロ
ック本体を大きくしたり、複雑な構造にすることなく、
大水平力に対応して容易に製作できる橋桁ゴム支承体の
サイドブロックを提供することにある。
Further, it is conceivable that the diameter or the number of the mounting bolts 3 is increased. However, there is a problem that the flat surface becomes large, the rubber bearing body becomes complicated, and the mounting work requires much labor and time. there were. The purpose of this invention is
Even if the height of the rubber bearing and the design horizontal force increase, without increasing the size of the block body or making it a complicated structure,
An object of the present invention is to provide a side block of a bridge girder rubber bearing that can be easily manufactured in response to a large horizontal force.

【0005】[0005]

【課題を解決するための手段】この発明は、上記目的を
達成するため、ブロック本体を高さ方向に複数に分割し
て構成し、該ブロック本体を、上面側及び支持プレート
側から複数本の締結ボルトにより締め付け固定したこと
を要旨とするものである。このように、ブロック本体を
高さ方向に複数に分割して構成することにより、上部
側,下部側のブロックをそれぞれゴム支承体の高さに対
応した製造可能な鋼板の厚さ範囲に設計することが出
来、所要の全サイドブロックの高さを得ることが出来
る。
According to the present invention, in order to achieve the above object, a block main body is divided into a plurality of parts in a height direction, and the block main body is divided into a plurality of blocks from an upper surface side and a support plate side. The gist of the invention is that it is fastened and fixed by fastening bolts. In this way, by dividing the block body into a plurality of parts in the height direction, the upper and lower blocks are designed to have a thickness range of a manufacturable steel sheet corresponding to the height of the rubber bearing member. To obtain the required height of all the side blocks.

【0006】またブロック本体の水平力方向の幅は自由
度があるので、締結ボルトにかかる引張り力を適切にす
ることが出来、この結果、ゴム支承体の全体を合理的な
平面寸法とすることが出来るものである。
Further, since the width of the block body in the horizontal force direction has a degree of freedom, the tensile force applied to the fastening bolt can be made appropriate. As a result, the entire rubber bearing body has a reasonable plane dimension. Can be done.

【0007】[0007]

【発明の実施の形態】以下、添付図面に基づきこの発明
の実施の形態を説明する。図1は、この発明を実施した
ゴム支承体11の橋軸方向の半断面図を示し、ゴム支承
体11の橋軸方向(矢印X方向)の両側、即ち、起点側
Xaと終点側Xbには、ゴム支承体11の水平変位を制
限するブロック本体12が設置してある。
Embodiments of the present invention will be described below with reference to the accompanying drawings. FIG. 1 shows a half cross-sectional view in the bridge axis direction of a rubber bearing body 11 embodying the present invention. Both sides of the rubber bearing body 11 in the bridge axis direction (arrow X direction), that is, on the starting side Xa and the end point Xb. In the figure, a block body 12 for limiting the horizontal displacement of the rubber bearing 11 is provided.

【0008】前記ブロック本体12は、図2及び図3に
示すように、ブロック本体12を高さ方向Hに複数に分
割して構成してある。即ち、この発明の実施形態では、
ブロック本体12を断面凸状の上部側ブロック13と、
この上部側ブロック13の下面側を支持する下部側ブロ
ック14とにより構成し、上部側ブロック13の凸部1
3aの両側に位置する袖部13b,13bと、下部側ブ
ロック14とを複数本の締結ボルト15aにより締め付
け固定すると共に、下部側ブロック14とゴム支承体1
1の支持プレート16とを、複数本の締結ボルト15b
により締め付け固定する。
[0010] As shown in FIGS. 2 and 3, the block main body 12 is configured by dividing the block main body 12 into a plurality in the height direction H. That is, in the embodiment of the present invention,
An upper side block 13 having a convex cross section;
The lower block 14 supports the lower surface of the upper block 13.
The sleeves 13b, 13b located on both sides of the lower block 3a and the lower block 14 are fastened and fixed by a plurality of fastening bolts 15a, and the lower block 14 and the rubber support 1 are fixed.
One support plate 16 and a plurality of fastening bolts 15b
To secure.

【0009】なお、上記の実施形態では、ブロック本体
12の高さを上下2分割にして構成してあるが、2分割
以上に分割して構成することも可能である。また、図1
に示すように、ゴム支承体1の終点側Xbにおける上部
側ブロック13と下部側ブロック14との間、及び下部
ブロック14と支持プレート16との間に、サイドブロ
ックキー17を介在させてある。
In the above-described embodiment, the height of the block main body 12 is divided into upper and lower two parts, but it may be divided into two or more. FIG.
As shown in FIG. 2, a side block key 17 is interposed between the upper block 13 and the lower block 14 and between the lower block 14 and the support plate 16 at the end point Xb of the rubber bearing 1.

【0010】以上のように、ブロック本体12を高さ方
向に複数に分割して構成することにより、上部側,下部
側のブロック13,14をそれぞれゴム支承体11の高
さに対応した製造可能な鋼板の厚さ範囲に設計すること
が出来、所要の全サイドブロックの高さを得ることが出
来る。またブロック本体12の水平力方向の幅は自由度
があるので、締付ボルト15a,15bにかかる引張り
力を適切にすることが出来、この結果、ゴム支承体11
の全体を合理的な平面寸法とすることが出来るものであ
る。
As described above, by dividing the block main body 12 into a plurality of parts in the height direction, the upper and lower blocks 13 and 14 can be manufactured according to the height of the rubber bearing member 11, respectively. It can be designed to have a thickness range of various steel plates, and the required height of all side blocks can be obtained. Further, since the width of the block body 12 in the horizontal force direction has a degree of freedom, the tension force applied to the tightening bolts 15a and 15b can be made appropriate, and as a result, the rubber bearing body 11 can be obtained.
Can have a reasonable plane dimension.

【0011】また、ブロック本体12の水平力Fは、分
割された上部側及び下部側のブロック13,14を固定
する締付ボルト15a,15bの締め付け力T1,T2
でそれぞれ作用高さh1,h2にて支持することが出来
るので、ブロック本体12の形状を大きくすることな
く、所要の寸法で分割されたブロック本体12を製作す
ることが出来る。
The horizontal force F of the block body 12 is equal to the tightening forces T1, T2 of the tightening bolts 15a, 15b for fixing the divided upper and lower blocks 13, 14.
Therefore, the block main body 12 divided into required dimensions can be manufactured without enlarging the shape of the block main body 12.

【0012】以上のように、この発明ではブロック本体
12を高さ方向に複数に分割して構成することにより、
上部側,下部側のブロック13,14をそれぞれゴム支
承体11の高さに対応した製造可能な鋼板の厚さ範囲に
設計することが出来、所要の全サイドブロックの高さを
得ることが出来る。またブロック本体11の水平力方向
の幅は自由度があるので、締結ボルト15a,15bに
かかる引張り力を適切にすることが出来、この結果、ゴ
ム支承体11の全体を合理的な平面寸法とすることが出
来るものである。
As described above, according to the present invention, the block main body 12 is divided into a plurality of parts in the height direction.
The upper and lower blocks 13 and 14 can each be designed to have a thickness range of a steel plate that can be manufactured according to the height of the rubber bearing body 11, so that the required height of all side blocks can be obtained. . Further, since the width of the block body 11 in the horizontal force direction has a degree of freedom, the tensile force applied to the fastening bolts 15a and 15b can be made appropriate. As a result, the entire rubber bearing body 11 can be formed with a reasonable plane size and It is something that can be done.

【0013】[0013]

【発明の効果】この発明は、上記のようにブロック本体
を高さ方向に複数に分割して構成し、該ブロック本体
を、上面側及び支持プレート側から複数本の締結ボルト
により締め付け固定したので、ゴム支承体の高さや設計
水平力が大きくなっても、ブロック本体を大きくした
り、複雑な構造にすることなく、大水平力に対応して容
易に製作でき、またブロック本体の水平力方向の幅は自
由度があるので、締結ボルトにかかる引張り力を適切に
することが出来、この結果、ゴム支承体の全体を合理的
な平面寸法とすることが出来る効果がある。
According to the present invention, the block main body is divided into a plurality of parts in the height direction as described above, and the block main body is fastened and fixed by a plurality of fastening bolts from the upper surface side and the support plate side. Even if the height of the rubber bearing and the design horizontal force are large, the block body can be easily manufactured in response to the large horizontal force without increasing the size of the block body or complicating the structure. Has a degree of freedom, so that the tensile force applied to the fastening bolt can be made appropriate, and as a result, the whole rubber bearing body can be made to have a reasonable plane dimension.

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

【図1】この発明を実施したゴム支承体の橋軸方向の断
面図である。
FIG. 1 is a cross-sectional view in the bridge axis direction of a rubber bearing body embodying the present invention.

【図2】この発明の分割したサイドブロックの一部拡大
正面図である。
FIG. 2 is a partially enlarged front view of a divided side block according to the present invention.

【図3】図2のAーA矢視側面図である。FIG. 3 is a side view taken along the line AA of FIG. 2;

【図4】従来のサイドブロックの一部拡大正面図であ
る。
FIG. 4 is a partially enlarged front view of a conventional side block.

【図5】図4のBーB矢視側面図である。FIG. 5 is a side view taken along the line BB in FIG. 4;

【符号の説明】[Explanation of symbols]

11 ゴム支承体 12 ブロック本
体 13 上部側ブロック 14 下部側ブロ
ック 13a 凸部 13b 裾部 15a,15b 締結ブロック 16 支持プレ
ート 17 サイドブロックキー X 橋軸方向 H ブロック本体の高さ方向
DESCRIPTION OF SYMBOLS 11 Rubber bearing body 12 Block body 13 Upper block 14 Lower block 13a Convex part 13b Hem part 15a, 15b Fastening block 16 Support plate 17 Side block key X Bridge axis direction H Height of block body

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 ゴム支承体の橋軸方向の両側に、ゴム支
承体の水平変位を制限するブロック本体を固定して成る
橋桁ゴム支承体のサイドブロックにおいて、 前記ブロック本体を高さ方向に複数に分割して構成し、
該ブロック本体を、上面側及び支持プレート側から複数
本の締結ボルトにより締め付け固定して成る橋桁ゴム支
承体のサイドブロック。
1. A side block of a bridge girder rubber support in which a block body for restricting horizontal displacement of a rubber bearing is fixed to both sides of a rubber bearing in the bridge axis direction, wherein a plurality of said block bodies are arranged in a height direction. Divided into
A side block of a bridge girder rubber support, wherein the block main body is fastened and fixed by a plurality of fastening bolts from an upper surface side and a support plate side.
【請求項2】 前記複数に分割したブロック本体の分割
ブロック間に、サイドブロックキーを介在させた請求項
1に記載の橋桁ゴム支承体のサイドブロック。
2. The side block of a bridge girder bearing according to claim 1, wherein a side block key is interposed between the divided blocks of the plurality of divided block bodies.
JP29406997A 1997-10-27 1997-10-27 Side block of bridge girder rubber bearing Expired - Lifetime JP3992335B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29406997A JP3992335B2 (en) 1997-10-27 1997-10-27 Side block of bridge girder rubber bearing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29406997A JP3992335B2 (en) 1997-10-27 1997-10-27 Side block of bridge girder rubber bearing

Publications (2)

Publication Number Publication Date
JPH11131425A true JPH11131425A (en) 1999-05-18
JP3992335B2 JP3992335B2 (en) 2007-10-17

Family

ID=17802893

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29406997A Expired - Lifetime JP3992335B2 (en) 1997-10-27 1997-10-27 Side block of bridge girder rubber bearing

Country Status (1)

Country Link
JP (1) JP3992335B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007297792A (en) * 2006-04-28 2007-11-15 Kawaguchi Metal Industries Co Ltd Locking structure of side block in bridge bearing

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007297792A (en) * 2006-04-28 2007-11-15 Kawaguchi Metal Industries Co Ltd Locking structure of side block in bridge bearing

Also Published As

Publication number Publication date
JP3992335B2 (en) 2007-10-17

Similar Documents

Publication Publication Date Title
JPH11131425A (en) Side block for bridge girder rubber bearing body
JP2002322611A (en) Earthquake-proof structure of suspension bridge and earthquake-proof and reinforcing method
KR20030087764A (en) Concrete-Filled Steel Pipe Girder
KR101300687B1 (en) Installation structure of lining board
JP2004360189A (en) Pc box girder bridge
JP3606660B2 (en) Sound insulation
JPH07216820A (en) Arched bridge
JP3657041B2 (en) Sound insulation board
JP2894197B2 (en) Floor panel mounting structure
JP3708081B2 (en) Bridge expansion joint structure
JPH02194204A (en) Rubber support device with middle stage shear stopper for structure
JP3027920U (en) Vibration isolation structure of fuel tank of engine generator
GB2244784A (en) Elastomeric mounting
JP3155216B2 (en) Membrane tension introduction structure
JPH06272217A (en) Support for bridge
JP3928147B2 (en) Steel beam construction
KR101903958B1 (en) Steel for structure and expansion joint using it
JP2000178920A (en) Rubber bearing for bridge
KR101784464B1 (en) Reinforcing bracket for lane separation reinforcement with strengthened joint strength
KR200145040Y1 (en) Center frame structure of medium bus
KR100364278B1 (en) Fixing plate of rotatable seat for automotive
JP3388342B2 (en) Bridge expansion joints
JP2591665B2 (en) Bracket mounting device
JP2580498B2 (en) Bridge elastic bearing device having a plurality of planarly compounded rubber bearings
JP2008025196A (en) Cable-stayed bridge

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20040817

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20060822

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20061019

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20070206

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20070409

A911 Transfer of reconsideration by examiner before appeal (zenchi)

Free format text: JAPANESE INTERMEDIATE CODE: A911

Effective date: 20070413

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20070515

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20070525

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20070717

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20070724

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100803

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110803

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110803

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110803

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120803

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120803

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120803

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130803

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130803

Year of fee payment: 6

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

EXPY Cancellation because of completion of term