JPS58505A - Apparatus for preventing mutual detachment of adjacent upper structures of bridge - Google Patents

Apparatus for preventing mutual detachment of adjacent upper structures of bridge

Info

Publication number
JPS58505A
JPS58505A JP9538581A JP9538581A JPS58505A JP S58505 A JPS58505 A JP S58505A JP 9538581 A JP9538581 A JP 9538581A JP 9538581 A JP9538581 A JP 9538581A JP S58505 A JPS58505 A JP S58505A
Authority
JP
Japan
Prior art keywords
bridge
superstructures
adjacent
superstructure
protrusions
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
JP9538581A
Other languages
Japanese (ja)
Inventor
上野 松蔵
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 JP9538581A priority Critical patent/JPS58505A/en
Publication of JPS58505A publication Critical patent/JPS58505A/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】 この発明は、橋の隣接の上部構造に、上部構造の縁端を
架け違いに相互に支持させる構造と、単一の支承に架け
違いの最下段を支持させて上部構造の双方に兼ねさせる
構造を設けて上部構造を連結状態にさせる機構により、
橋の隣接の上部構造に離脱の発生を相互に防止させる装
置に関する。
Detailed Description of the Invention This invention provides a structure in which adjacent superstructures of a bridge mutually support the edge ends of the superstructures, and a single support supports the lowest stage of the By providing a structure that doubles as both structures and connecting the upper structure,
The present invention relates to a device that mutually prevents adjacent superstructures of a bridge from separating from each other.

従来、橋の隣接の上部構造は、1基の下部構造(橋脚)
上の2組の支承に個別に支持させてある。下部構造の沈
下傾斜に因り、隣接の上部構造は個別に変位している。
Traditionally, the adjacent superstructure of a bridge is one substructure (pier).
They are individually supported by the upper two sets of bearings. Due to the subsidence slope of the substructure, the adjacent superstructures are displaced individually.

下部構造の変位の大きな場合、1連の上部構造は下部構
造に付随して変位し、他の上部構造は下部構造から脱落
する場合もある。隣接の上部構造の個別の変位は、隣接
の上部構造を分離させた構造に原因がある。
If the displacement of the lower structure is large, one series of upper structures may be displaced along with the lower structure, and other upper structures may fall off from the lower structure. The individual displacements of adjacent superstructures are due to the structure that separated the adjacent superstructures.

この発明の目的は、1基の下部構造に支持させてある隣
接の上部構造について、相互に離脱の発生を防止させる
措置により、上部構造に変位脱落を防止するにある。
An object of the present invention is to prevent adjacent upper structures supported by one lower structure from being displaced or falling off by taking measures to prevent them from separating from each other.

この発明は次のようである。橋の隣接の上部構造の双方
について、相互に接する側の縁端の1箇所あるいは数箇
所に突起部を造り、突起部を相互に上下2段あるいは数
段の架け違い構造に組む。
The invention is as follows. For both adjacent superstructures of a bridge, protrusions are formed at one or several places on the edges of the sides in contact with each other, and the protrusions are assembled into an overlapping structure of two or several levels above and below.

架け違いの突起部と突起部の間隙に可動支承を設け、下
位の突起部に上位の突起部を重複して支持させる。上下
2段あるいは数段の突起部の架け違いと可動支承の構成
は、隣接の上部構造に相互に支持させて隣接の上部構造
を連結状態にさせる機構となる。隣接の上部構造の架け
違いとは反対側の縁端を下部構造上の支承に支持させる
。この構成により、隣接の上部構造は1連に連結状態の
上部構造となる。架け違いの最下位の突起部を単一の可
動支承に支持させ、この可動支承は下部構造(橋脚)に
設ける。この構成により、単一の支承が隣接の上部構造
の双方の支承を兼ねる構造となる。下部構造(橋脚)が
沈下傾斜した場合、隣接の上部構造は、池下傾斜した単
一支承から遊離し、相互支持構造により連結状態となり
、両端の支承に支持されて1連の上部構造を構成し、隣
接の上部構造に相互に離脱の発生を防止させる。この措
置により、隣接の上部構造には、下部構造(橋脚)の沈
下傾斜の影響を受けさせないで、変位脱落は防止される
。次に3例を示す。
A movable support is provided in the gap between the different protrusions, and the lower protrusion supports the upper protrusion in an overlapping manner. The arrangement of two or more stages of upper and lower protrusions and the structure of the movable support provides a mechanism for mutually supporting the adjacent upper structures and bringing the adjacent upper structures into a connected state. The opposite edge of the adjacent superstructure is supported by a bearing on the substructure. With this configuration, the adjacent upper structures become one connected upper structure. The lowest projection of the bridge is supported by a single movable support, and this movable support is provided on the lower structure (pier). With this configuration, a single support doubles as support for both adjacent superstructures. When the substructure (pier) sinks and tilts, the adjacent superstructure becomes detached from the single support that is tilted below the pond, becomes connected by the mutual support structure, and is supported by the supports at both ends to form a series of superstructures. , to prevent adjacent superstructures from separating from each other. This measure prevents the adjacent superstructure from being affected by the subsidence and inclination of the substructure (pier) and prevents it from being displaced or falling off. Three examples are shown below.

第1図の2連の上部構造の橋において、左側の上部構造
の右の縁端の上端と下端の2箇所に突起部を造り、右側
の上部構造の中央の1箇所に突起部を造る。3箇所の突
起部を上下2段の架け違い構造に組む。架け違いの突起
部と突起部の上下2段の間隙に可動支承を設け、下位の
突起部に上位の突起部を2段に重複して支持させる。上
下2段の突起部の架け違いと可動支承の構成は、2連の
上部構造に相互に支持させて連結状態にさせる機構とな
る。2連の上部構造の架け違いとは反対側の縁端を下部
構造上の支承に支持させる。この構成により、2連の上
部構造は1連に連結状態の上部構造となる。架け違いの
最下位の突起部を単一の可動支承に支持させ、この可動
支承は下部構造(橋脚)に設ける。この構成により、単
一の支承が2連の上部構造の双方の支承を兼ねる構造と
なる。橋脚が沈下傾斜した場合、2連の上部構造は、沈
下傾斜した単一支承から遊離し、相互支持構造により連
結状態にされ、左右両端の支承に支持されて1連の上部
構造を構成し、2連の上部構造に相互に離脱の発生を防
止させる。第1図の上下2段の架け違い構造を、次の第
2図の場合と同様に上下3段の架け違い構造にすること
ができる。
In the bridge with two superstructures shown in Figure 1, two protrusions are made at the upper and lower ends of the right edge of the left superstructure, and one protrusion is made at the center of the right superstructure. The three protrusions are assembled into a two-tier structure with upper and lower layers. A movable support is provided in the gap between two stages of upper and lower stages between the projecting parts that are mounted on opposite sides, and the lower projecting part supports the upper projecting part in two stages in an overlapping manner. The arrangement of the two upper and lower protrusions and the structure of the movable support provides a mechanism that allows the two upper structures to mutually support each other and create a connected state. The edges of the two sets of superstructures on the opposite side from the misalignment are supported by supports on the substructure. With this configuration, the two upper structures become one connected upper structure. The lowest projection of the bridge is supported by a single movable support, and this movable support is provided on the lower structure (pier). With this configuration, a single support serves as a support for both of the two upper structures. When the pier sinks and tilts, the two sets of superstructures are separated from the single support that has sunk and tilted, are connected by a mutual support structure, and are supported by the supports at both left and right ends to form one set of superstructures, To prevent two superstructures from separating from each other. The upper and lower two-tiered structure shown in FIG. 1 can be changed to an upper and lower three-tiered structure similar to the case shown in FIG. 2 below.

第2図の3連の上部構造の橋において、左右両側の上部
構造の隣接の側の縁端の中央と下端の2箇所に突起部を
造り、中央の上部構造の両側の縁端の上端と中央の2箇
所に突起部を造る。4箇所の突起部を上下3段の架け違
い構造に組む。架け違いの突起部と突起部を上下3段の
間隙に可動支承を設け、下位の突起部に上位の突起部を
3段に重複して支持させる。上下3段の突起部の架け違
いと可動支承の構成は、2連の上部構造に相互に支持さ
せて連結状態にさせる機構となる。2箇所の架け違い構
造による構成は、3連の上部構造を1連に連結状態にさ
せる機構となる。左の上部構造の左端と右の上部構造の
右端を下部構造上の支承に支持させる。2箇所の架け違
い構造の最下位の突起部を単一の可動支承に支持させ、
この可動支承は下部構造(橋脚)に設ける。この構成に
より、2箇所の単一の支承が2連ずつの上部構造の双方
の支承を兼ねる構造となる。これらの構成により、3連
の上部構造は1連に連結状態の上部構造となる。橋脚の
1基あるいは2基が沈下傾斜した場合、3連の上部構造
は、沈下傾斜した単一支承から遊離し、相互支持構造に
より連結状態にされ、左右両端の支承に支持されて1連
の上部構造を構成し、3連の上部構造に相互に離脱の発
生を防止させる。上下3段の架け違い構造を、上下2段
の架け違い構造にすることができる。
In the bridge with three superstructures shown in Fig. 2, protrusions are made at two places, at the center and at the bottom of the edges of the adjacent sides of the superstructure on both the left and right sides, and at the tops of the edges on both sides of the central superstructure. Make protrusions in two places in the center. The four protrusions are assembled into a three-tiered structure with three layers above and below. Movable supports are provided between the projecting parts that are mounted on opposite sides in three stages above and below, and the lower projecting part supports the upper projecting part in three stages in an overlapping manner. The arrangement of the three upper and lower protrusions and the structure of the movable support provides a mechanism that allows the two upper structures to mutually support each other and create a connected state. The configuration with the two-part overlapping structure serves as a mechanism for connecting the three upper structures into one. The left end of the left superstructure and the right end of the right superstructure are supported by supports on the substructure. The lowest protrusion of the two overlapping structures is supported by a single movable support,
This movable support will be provided on the lower structure (pier). This configuration results in a structure in which two single supports serve as supports for both of the two upper structures. With these configurations, the three upper structures become one connected upper structure. If one or two of the piers sinks and tilts, the three superstructures are released from the single bearing that is tilted, are connected by the mutual support structure, and are supported by the supports at both left and right ends to form one series. The three upper structures are configured to prevent the three upper structures from separating from each other. A structure with three upper and lower stages can be changed to a structure with two upper and lower stages.

第3図の4連の上部構造の橋において、左右両側の上部
構造の隣接の側の縁端の中央と下端の2箇所に突起部を
造り、左から2番目の上部構造の左の縁端の上端と中央
の2箇所に突起部を造り、右の縁端の中央と下端の2箇
所に突起部を造り、左から3番目の上部構造の両縁端の
上端と中央の2箇所に突起部を造る。4箇所の突起部を
上下3段の架け違い構造に組む。架け違いの突起部と突
起部の上下3段の間隙に可動支承を設け、下位の突起部
に上位の突起部を3段に重複して支持させる。3箇所の
架け違い構造の最下位の突起部を単一の可動支承に支持
させ、この可動支承は下部構造(橋脚)に設ける。この
構成により、3箇所の単一の支承が2連ずつの上部構造
の双方の支承を兼ねる構造となる。以下は3連の上部構
造の場合と同様の構成が、4連の上部構造に相互に離脱
の発生を防止させる。
In the bridge with four superstructures shown in Fig. 3, protrusions are made at two places, at the center and at the lower end of the adjacent edges of the superstructures on both left and right sides, and at the left edge of the second superstructure from the left. Create protrusions in two places at the top and center, create protrusions in two places at the center and bottom of the right edge, and make protrusions in two places at the top and center of both edges of the third superstructure from the left. Build a department. The four protrusions are assembled into a three-tiered structure with three layers above and below. A movable support is provided in the gap between the different projections and the upper and lower three stages, and the lower projection supports the upper projection in three stages overlappingly. The lowest protrusions of the three overlapping structures are supported by a single movable support, and this movable support is provided on the lower structure (pier). This configuration results in a structure in which three single supports serve as supports for both of the two upper structures. Below, the same configuration as in the case of the triple superstructure prevents the quadruple superstructure from separating from each other.

多数連の上部構造の橋の場合も同様である。The same applies to bridges with multiple superstructures.

この発明は以上のように、橋の上部構造の変位脱落を防
止する効果がある。
As described above, the present invention has the effect of preventing the upper structure of a bridge from being displaced or falling off.

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

第1図は、2連の上部構造の橋の上部構造の相互離脱防
止装置の縦断面図、第2図は、3連の上部構造の橋の上
部構造の相互離脱防止装置の縦断面図、第3図は、4連
の上部構造の橋の上部構造の相互離脱防止装置の縦断面
図である。 1....上部構造、2....下部構造(橋脚)、3
....下部構造(橋台、橋脚)、4....突起部、
5....架け違い構造、6....相互支持構造、7
....単一支承構造。 特許出願人 上野松蔵
FIG. 1 is a longitudinal cross-sectional view of a mutual separation prevention device for a bridge superstructure having two superstructures, and FIG. 2 is a longitudinal cross-sectional view of a mutual separation prevention device for a bridge superstructure having three superstructures. FIG. 3 is a longitudinal sectional view of a device for preventing mutual separation of the superstructures of a bridge with four superstructures. 1. .. .. .. superstructure, 2. .. .. .. Substructure (pier), 3
.. .. .. .. Substructure (abutment, piers), 4. .. .. .. protrusion,
5. .. .. .. Double bridge structure, 6. .. .. .. Mutual support structure, 7
.. .. .. .. Single bearing structure. Patent applicant Matsuzo Ueno

Claims (1)

【特許請求の範囲】 1隣接の上部構造について相互支持構造と単一支承構造
を連結機構とする橋の隣接の上部構造の相互離脱防止装
置。 2相互支持構造は、隣接の上部構造の縁端を上下2段あ
るいは数段の架け違い構造とする特許請求の範囲第1項
記載の橋の隣接の上部構造の相互離脱防止装置。 3単一支承構造は、架け違いの最下段を支持させ、隣接
の上部構造の双方に兼ねさせる支承構造とする特許請求
の範囲第1項第2項記載の橋の隣接の上部構造の相互離
脱防止装置。
[Scope of Claim] A device for preventing mutual separation of adjacent superstructures of a bridge, which uses a mutual support structure and a single support structure as a connection mechanism for one adjacent superstructure. 2. The device for preventing mutual detachment of adjacent superstructures of a bridge according to claim 1, wherein the two mutual support structures have a structure in which the edges of the adjacent superstructures are stacked in two or several stages. 3. The single support structure is a support structure that supports the lowest stage of the bridge and serves as a support structure for both adjacent superstructures. Mutual separation of adjacent superstructures of the bridge according to claim 1, item 2. Prevention device.
JP9538581A 1981-06-22 1981-06-22 Apparatus for preventing mutual detachment of adjacent upper structures of bridge Pending JPS58505A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9538581A JPS58505A (en) 1981-06-22 1981-06-22 Apparatus for preventing mutual detachment of adjacent upper structures of bridge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9538581A JPS58505A (en) 1981-06-22 1981-06-22 Apparatus for preventing mutual detachment of adjacent upper structures of bridge

Publications (1)

Publication Number Publication Date
JPS58505A true JPS58505A (en) 1983-01-05

Family

ID=14136174

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9538581A Pending JPS58505A (en) 1981-06-22 1981-06-22 Apparatus for preventing mutual detachment of adjacent upper structures of bridge

Country Status (1)

Country Link
JP (1) JPS58505A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4922346A (en) * 1987-06-30 1990-05-01 Sanyo Electric Co., Ltd. Automatic focusing apparatus having a variable focusing speed and particularly suited for use with interlaced scanning
US4967279A (en) * 1986-06-13 1990-10-30 Hirotsugu Murashima Automatic focusing circuit
US5075777A (en) * 1989-09-29 1991-12-24 Sanyo Electric Co., Ltd. Automatic focusing camera with automatic focusing function for automatically matching focus in response to video signal

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4967279A (en) * 1986-06-13 1990-10-30 Hirotsugu Murashima Automatic focusing circuit
US4922346A (en) * 1987-06-30 1990-05-01 Sanyo Electric Co., Ltd. Automatic focusing apparatus having a variable focusing speed and particularly suited for use with interlaced scanning
US5075777A (en) * 1989-09-29 1991-12-24 Sanyo Electric Co., Ltd. Automatic focusing camera with automatic focusing function for automatically matching focus in response to video signal

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