JPS605064Y2 - hinge bearing - Google Patents
hinge bearingInfo
- Publication number
- JPS605064Y2 JPS605064Y2 JP5089180U JP5089180U JPS605064Y2 JP S605064 Y2 JPS605064 Y2 JP S605064Y2 JP 5089180 U JP5089180 U JP 5089180U JP 5089180 U JP5089180 U JP 5089180U JP S605064 Y2 JPS605064 Y2 JP S605064Y2
- Authority
- JP
- Japan
- Prior art keywords
- hinge
- female
- male
- circular recess
- spherical surface
- 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
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Description
【考案の詳細な説明】
本考案は、カンチレバー工法によって架設される橋桁の
中央に配されるヒンジ支承に関するもである。[Detailed Description of the Invention] The present invention relates to a hinge support placed at the center of a bridge girder constructed by the cantilever construction method.
カンチレバー工法による橋梁の架設は、第1図に示すよ
うにあらかじめ橋脚(下部構造)Bを製作し、ついで該
橋脚B上に移動作業車(ワーゲン)を組み立て、橋桁(
上部構造)Gは該移動作業車でそれぞれスパン中央に向
って順次ブロック状に製作しては継足しながら片持ばり
の状態で製作され、スパン中央でヒンジ支承Hを用いて
相対向する橋桁Gを連結して架設する工法である。To construct a bridge using the cantilever construction method, as shown in Figure 1, the pier (substructure) B is manufactured in advance, a mobile work vehicle (Wagen) is assembled on the pier B, and the bridge girder (
The superstructure G is manufactured using the mobile work vehicle in the form of blocks in sequence toward the center of the span, and is manufactured in a cantilevered state while being joined, and the bridge girder G faces each other using hinge supports H at the center of the span. This method involves connecting and constructing.
従来、スパン中央の橋桁Gの接合面で該橋桁Gを連結す
るヒンジ支承Hは、橋桁Gの温度変化による伸縮ならび
に車両などの走行時に生じる傾きなどの変位を円滑に逃
がすため、第2図に示すような構造のものが用いられて
いる。Conventionally, the hinge bearing H that connects the bridge girder G at the joint surface of the bridge girder G at the center of the span is shown in Fig. 2 in order to smoothly release the expansion and contraction of the bridge girder G due to temperature changes and displacements such as tilting that occur when vehicles run. The structure shown is used.
すなわち、橋桁Gの一方には相対向する脚部1.1が形
成された縦断面形状が概略コ字状のメスヒンジ2をアン
カーボルト(もしくはPC鋼棒)3によって、脚部1,
1が鉛直方向に相対向するように配し、かつ他方の橋桁
Gには端部に凸曲面4が形成されたボス部5を有する縦
断面形状が概略Tの字状のオスヒンジ6をアンカーボル
ト(もしくはPC鋼棒)7によって、ボス部の凸曲面4
がメスヒンジの脚部1,1と摺接するように嵌合せしめ
て配し、該脚部1,1と凸曲面4の摺接で橋桁Gの伸縮
ならびに傾きなどの変位を逃がす構造のものが用いられ
ている。That is, a female hinge 2 having a generally U-shaped vertical cross section and having opposing legs 1.1 formed on one side of the bridge girder G is attached to the legs 1, 1 by means of anchor bolts (or PC steel rods) 3.
1 are arranged to face each other in the vertical direction, and the other bridge girder G has a boss part 5 with a convex curved surface 4 formed at the end. A male hinge 6 having a generally T-shaped vertical cross section is attached to the anchor bolt. (or PC steel rod) 7, the convex curved surface 4 of the boss part
The female hinge is arranged so that it is in sliding contact with the legs 1, 1, and the sliding contact between the legs 1, 1 and the convex curved surface 4 allows displacements such as expansion and contraction of the bridge girder G and tilting to be released. ing.
しかしながら、該構造のものは設置時にメスヒンジの脚
部1,1とオスヒンジの凸曲面4位置に狂い、換言すれ
ば脚部1,1と凸曲面4が片当り状態で摺接して、該摺
接面を損傷せしめる原因となるため、該メスヒンジの脚
部1,1とオスヒンジの凸曲面4が円滑に摺接するよう
に、これらを平行に設置する煩雑な作業を行なわなけれ
ばならず、また橋軸直角方向(幅員方向)への係止手段
、換言すれば該方向に作用する力を支持する機能がない
ため、橋桁G同志の幅員方向における相対位置を保持す
るとともに該方向への力を支持する支承を別途に設けな
ければならず、さらには地震などの過大な力が橋軸方向
に作用した場合に成力を吸収できず橋桁Gおよび支承を
損傷せしめるなどの種々の問題がある。However, when this structure is installed, the legs 1, 1 of the female hinge and the convex curved surface 4 of the male hinge are misaligned, in other words, the legs 1, 1 and the convex curved surface 4 are in one-sided sliding contact, and the sliding contact To prevent this, the legs 1, 1 of the female hinge and the convex curved surface 4 of the male hinge must be installed parallel to each other so that they slide smoothly, and the bridge axis Since there is no locking means in the right angle direction (width direction), in other words, there is no function to support the force acting in this direction, the relative positions of the bridge girders G in the width direction are maintained and the force in this direction is supported. Supports must be provided separately, and furthermore, when an excessive force such as an earthquake is applied in the axial direction of the bridge, the resulting force cannot be absorbed, resulting in various problems such as damage to the bridge girder G and the supports.
本考案は、これらの問題点を解決すべくなされたもので
設置時の位置調整を容易にし、かつ橋軸直角方向に作用
する力を支持できるとともに地震などの過大な力が橋軸
方向に作用しても成力を吸収可能にしたヒンジ支承を得
るものである。The present invention was developed to solve these problems.It facilitates position adjustment during installation, supports the force acting in the direction perpendicular to the bridge axis, and is also capable of supporting forces acting in the direction perpendicular to the bridge axis. This provides a hinge support that can absorb force even if the
すなわち、相対向する片持ばりの橋桁をその接合面で連
結せしめるメスヒンジと該メスヒンジに嵌合するオスヒ
ンジとから構成されるヒンジ支承において、メスヒンジ
には円形凹部が形成されており、オスヒンジには凸球面
を有するボス部が形成されており、該メスヒンジの円形
凹部には該オスヒンジのボス部がその凸球面を該円形四
部内周面に摺接せしめて嵌合されているとともに該円形
凹部には該円形凹部と該凹部内に嵌合されたオスヒンジ
のボス部とで空間が形成されており、該空間は過大な力
の作用時にエアーダンパー効果を生ずるようにしたこと
を特徴とするヒンジ支承を提供するものである。That is, in a hinge support composed of a female hinge that connects opposing cantilever bridge girders at their joint surfaces and a male hinge that fits into the female hinge, the female hinge has a circular concave portion and the male hinge has a convex portion. A boss portion having a spherical surface is formed, and the boss portion of the male hinge is fitted into the circular concave portion of the female hinge with its convex spherical surface slidingly in contact with the inner peripheral surface of the circular portion. A space is formed by the circular recess and a boss of a male hinge fitted in the recess, and the space produces an air damper effect when an excessive force is applied. This is what we provide.
以下、本考案を添付図面第3図および第4図に例示した
その好適な実施例について詳細に説明する。Hereinafter, the present invention will be described in detail with reference to preferred embodiments thereof, which are illustrated in FIGS. 3 and 4 of the accompanying drawings.
第3図および第4図において参照番号10は片持ばりの
一方の橋桁Gに配されるメスヒンジで、該メスヒンジ1
0は一端に円形凹部(第3図を垂直に切る面内において
円形で第3図の面内で凹状。In FIGS. 3 and 4, reference number 10 is a female hinge disposed on one of the bridge girders G of the cantilever beam, and the female hinge 1
0 has a circular recess at one end (circular in the plane that cuts perpendicularly to Figure 3 and concave in the plane of Figure 3.
これを円形凹部と呼ぶ)11を備え、他端に該橋桁Gに
固定するための基部12を備えており、該メスヒンジ1
0は該基部12に配したアンカーボルト(もしくはpc
鋼棒)13.13によって橋桁Gに固定される。This is called a circular recess) 11, and the other end is provided with a base 12 for fixing to the bridge girder G, and the female hinge 1
0 is an anchor bolt (or PC
Steel rod) 13. It is fixed to the bridge girder G by 13.
14はメスヒンジ10の外周面と円形凹部11の内周面
を貫通して設けられた空気の吸排出孔で、該吸排出孔1
4は円形凹部11の底部近傍に形成される。Reference numeral 14 denotes an air suction/discharge hole provided through the outer circumferential surface of the female hinge 10 and the inner circumferential surface of the circular recess 11;
4 is formed near the bottom of the circular recess 11.
15は片持ばりの他方の橋桁Gに配されるオスヒンジで
、該オスヒンジ15は一端に凸球面(メスヒンジの円形
凹部に接する部分が球を輪切りにした形状をなす。Reference numeral 15 denotes a male hinge disposed on the other bridge girder G of the cantilever beam, and the male hinge 15 has a convex spherical surface at one end (the part that contacts the circular concave portion of the female hinge has the shape of a round slice of a sphere).
これを凸球面と呼ぶ)16を有するボス部17を備え、
他端に橋桁Gに固定するための基部18を備えており、
該オスヒンジ15は該ボス部17の凸球面16を前記メ
スヒンジ10の円形凹部11内に該凹部内周面と摺接嵌
合させて配されるとともに該基部18に配されたアンか
−ボルト(もしくはPC@棒)19.19によって橋桁
Gに固定される。This is called a convex spherical surface) 16;
The other end is provided with a base 18 for fixing to the bridge girder G,
The male hinge 15 is arranged such that the convex spherical surface 16 of the boss portion 17 is slidably fitted into the circular recess 11 of the female hinge 10 and the inner circumferential surface of the recess. or PC@bar) 19. It is fixed to the bridge girder G by 19.
20はメスヒンジの円形凹部11とオスヒンジの凸球面
16を有するボス部17とで形成される空間で、該空間
20は吸排出孔14で外気と連通せしめられている。A space 20 is formed by a circular concave portion 11 of the female hinge and a boss portion 17 having a convex spherical surface 16 of the male hinge, and the space 20 is communicated with the outside air through the suction and discharge holes 14.
斯く構成することにより、橋桁Gの伸縮ならびに傾きな
どの変位はオスヒンジの凸球面16とメスヒンジの円形
凹部11の内周面との摺接で円滑に逃がすことができ、
かつ円形凹部11と凸球面16が全周で摺接するため、
橋軸直角方向に作用する力も支持せしめられ、該橋桁G
の相対位置を正常に保持できるものである。With this configuration, displacements such as expansion and contraction and inclination of the bridge girder G can be smoothly released by sliding contact between the convex spherical surface 16 of the male hinge and the inner circumferential surface of the circular recess 11 of the female hinge.
In addition, since the circular concave portion 11 and the convex spherical surface 16 are in sliding contact around the entire circumference,
Forces acting in the direction perpendicular to the bridge axis are also supported, and the bridge girder G
The relative positions of the two can be maintained normally.
また、設置時のオスヒンジ15とメスヒンジ10の相対
位置の調整は、該オスヒンジの凸球面16とメスヒンジ
の円形凹部11とが嵌合方式で、かつ全周摺接であるた
め容易に行なうことができるとともに、伸縮時に凸球面
16と円形凹部11の内周面とは片当り状態で摺接する
ことがない。Further, the relative position of the male hinge 15 and the female hinge 10 can be easily adjusted during installation because the convex spherical surface 16 of the male hinge and the circular recess 11 of the female hinge fit together and are in sliding contact all around. At the same time, during expansion and contraction, the convex spherical surface 16 and the inner circumferential surface of the circular recess 11 do not come into sliding contact in a one-sided state.
さらに、地震などの過大な力が橋軸方向において、図中
矢印a方向に作用した場合、円形凹部11と凸球面を有
するボス部17で形成される空間20に内包された空気
を、凸球面16を含む側面をあたかもピストン板とする
ボス部17のピストン作用によって圧縮し、かつ吸排出
孔14により徐々に排出させることによって、また過大
な力が図中矢印す方向に作用した場合、空間20がピス
トン作用をなすボス部17によって吸排出孔14により
空気を徐々に吸込む負圧状態に形成されることよってそ
れぞれエアーダンパー効果が生じるため、ヒンジ支承な
らびに橋桁Gを成力より保護できるものである。Furthermore, when an excessive force such as an earthquake acts in the direction of the arrow a in the figure in the bridge axis direction, the air contained in the space 20 formed by the circular recess 11 and the boss 17 having a convex spherical surface is By compressing the side surface including 16 by the piston action of the boss part 17, which acts as a piston plate, and gradually discharging it through the suction/discharge hole 14, or if an excessive force is applied in the direction indicated by the arrow in the figure, the space 20 The boss portion 17 acting as a piston creates a negative pressure state in which air is gradually sucked in through the suction/discharge hole 14, thereby creating an air damper effect, thereby protecting the hinge support and the bridge girder G from force. .
なお、該エアーダンパー効果において、吸排出孔14に
チェックバルブ(図示せず)を付設せしめ、空気の吸排
出量を調整することにより、ダンパー効果を調整可能に
することができるものである。Note that the air damper effect can be adjusted by attaching a check valve (not shown) to the suction/discharge hole 14 and adjusting the amount of air suction/discharge.
また、該作用は、橋桁Gの伸縮による緩慢な動きに対し
ては、空気が吸排出孔14より円滑に吸排出されるため
何んら生しないものである。Further, this effect does not occur at all due to slow movement due to expansion and contraction of the bridge girder G, since air is smoothly sucked and discharged from the suction and discharge holes 14.
さらに、本実施例では吸排出孔14をメスヒンジ10に
設ける態様としたが、該吸排出孔14はオスヒンジのボ
ス部17に設ける態様、すなわちボス部17に設けた凸
球面16を挟む側面を貫通するように設ける態様として
も同様の効果が得られるものである。Furthermore, in this embodiment, the suction/discharge hole 14 is provided in the female hinge 10, but the suction/discharge hole 14 is provided in the boss portion 17 of the male hinge, that is, it passes through the side surface sandwiching the convex spherical surface 16 provided on the boss portion 17. Similar effects can also be obtained by providing the same effect.
本考案は上述の構成よりなり、オスヒンジとメスヒンジ
の設置時の調整を容易に行なえるとともに、橋軸直角方
向に別途に支承を配することなく橋桁の相対位置を正常
に保持でき、かつ地震などの過大な力の橋軸方向への作
用に対しては緩衝作用を有するなど設置作業および保守
管理が簡易となる多大な効果を有するものである。The present invention has the above-mentioned configuration, and allows easy adjustment during installation of the male and female hinges, maintains the relative position of the bridge girders normally without providing additional support in the direction perpendicular to the bridge axis, and is capable of preventing damage caused by earthquakes. It has a great effect of simplifying installation work and maintenance management, such as having a buffering effect against the action of excessive force in the direction of the bridge axis.
第1図はカンチレバー工法を説明する橋梁の側面図、第
2図は従来のヒンジ支承を示す一部縦断側面図、第3図
は本考案のヒンジ支承を示す一部縦断側面図、第4図は
本考案のヒンジ支承の構成を示す斜視図である。
10・・・・・・メスヒンジ、11・・・・・・円形凹
部、12.18・・・・・・基部、15・・・・・・オ
スヒンジ、16・・・・・・凸球面、17・・・・・・
ボス部、20・・・・・・空間。Figure 1 is a side view of a bridge explaining the cantilever construction method, Figure 2 is a partially vertical side view showing a conventional hinge bearing, Figure 3 is a partly vertical side view showing the hinge bearing of the present invention, and Figure 4 FIG. 2 is a perspective view showing the structure of the hinge support of the present invention. 10...Female hinge, 11...Circular recess, 12.18...Base, 15...Male hinge, 16...Convex spherical surface, 17・・・・・・
Boss section, 20...space.
Claims (1)
メスヒンジと該メスヒンジに嵌合するオスヒンジとから
構成されるヒンジ支承において、メスヒンジには円形凹
部が形成されており、オスヒンジには凸球面を有するボ
ス部が形成されており、該メスヒンジの円形凹部には該
オスヒンジのボス部がその凸球面を該円形凹部内周面に
摺接せしめて嵌合されているとともに該円形凹部内には
該円形凹部と該凹部内に嵌合されたオスヒンジのボス部
とで空間が形成されており、該空間は過大な力の作用時
にエアーダンパー効果を生ずるようにしたことを特徴と
するヒンジ支承。In a hinge support composed of a female hinge that connects opposing cantilever bridge girders at their joint surfaces and a male hinge that fits into the female hinge, the female hinge has a circular recess and the male hinge has a convex spherical surface. The boss portion of the male hinge is fitted into the circular recess of the female hinge with its convex spherical surface slidingly in contact with the inner peripheral surface of the circular recess. A hinge support characterized in that a space is formed by a circular recess and a boss portion of a male hinge fitted in the recess, and the space produces an air damper effect when an excessive force is applied.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5089180U JPS605064Y2 (en) | 1980-04-17 | 1980-04-17 | hinge bearing |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5089180U JPS605064Y2 (en) | 1980-04-17 | 1980-04-17 | hinge bearing |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS56154404U JPS56154404U (en) | 1981-11-18 |
JPS605064Y2 true JPS605064Y2 (en) | 1985-02-15 |
Family
ID=29645813
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP5089180U Expired JPS605064Y2 (en) | 1980-04-17 | 1980-04-17 | hinge bearing |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS605064Y2 (en) |
-
1980
- 1980-04-17 JP JP5089180U patent/JPS605064Y2/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS56154404U (en) | 1981-11-18 |
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