JPH0571219U - Supporting member - Google Patents

Supporting member

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Publication number
JPH0571219U
JPH0571219U JP2035792U JP2035792U JPH0571219U JP H0571219 U JPH0571219 U JP H0571219U JP 2035792 U JP2035792 U JP 2035792U JP 2035792 U JP2035792 U JP 2035792U JP H0571219 U JPH0571219 U JP H0571219U
Authority
JP
Japan
Prior art keywords
bearing
shoe
lower shoe
rising portion
plate
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
JP2035792U
Other languages
Japanese (ja)
Inventor
健 村上
勲 加勢田
知晴 堀内
Original Assignee
呉羽製鋼株式会社
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 呉羽製鋼株式会社 filed Critical 呉羽製鋼株式会社
Priority to JP2035792U priority Critical patent/JPH0571219U/en
Publication of JPH0571219U publication Critical patent/JPH0571219U/en
Pending legal-status Critical Current

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Abstract

(57)【要約】 【目的】 高速道路等の連続桁橋の橋梁における上部構
造と下部構造の接点である支承は、経済性から固定支承
が有利であるが、多点固定支承構造では、床版コンクリ
ートの継目にクラツクが生じ易い。そこで、コンクリー
ト打設中は応力解放の容易な可動支承としておき、完成
後においてこれを固定支承として機能させるための補助
部材を提供する。 【構成】 この補助部材は、下沓20の立上り部21の
左右の側面と、上沓30の左右のストツパ部31,31
とが向い合う遊間Gに嵌装されるブロツクであつて、下
沓の立上り部21の側面に線接触を以て押圧される円弧
面を有する押圧面部材41と、肉厚調整用スペーサプレ
ート42と、ライナプレート43を主構成部材とする積
層体である。
(57) [Abstract] [Purpose] The bearing, which is the contact point between the upper structure and the lower structure in the bridge of a continuous girder bridge such as an expressway, is advantageous in terms of economy because a fixed bearing is advantageous. Cracks are likely to occur at the seams of plate concrete. Therefore, during concrete pouring, the movable bearing is provided so that stress can be easily released, and an auxiliary member for providing the function as a fixed bearing after completion is provided. [Structure] This auxiliary member includes left and right side surfaces of a rising portion 21 of a lower shoe 20 and left and right stopper portions 31, 31 of an upper shoe 30.
And a pressing surface member 41 having an arcuate surface that is pressed in line contact with the side surface of the rising portion 21 of the lower shoe, and a spacer plate 42 for adjusting the wall thickness. It is a laminated body having the liner plate 43 as a main component.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は橋梁、構造物における支承の補助部材に関する。 The present invention relates to an auxiliary member for supporting a bridge or a structure.

【0002】[0002]

【従来の技術】[Prior Art]

橋梁、構造物における支承は、上部構造と下部構造の接点として荷重の伝達お よび構造系全体の挙動を正確・円滑に行わせるための重要な部材である。高速道 路等の橋梁では、所定の支間距離を以て立設されたピアの上に支承を介して橋体 が架設される。図4(図は連続桁橋の例である)において、10,10,…はピ ア、50は橋体であり、橋体50と各ピア10,10,…の間に支承S1,S2 ,…が介装されている。 Supports for bridges and structures are important members that serve as points of contact between upper and lower structures to transmit loads and to accurately and smoothly perform the behavior of the entire structural system. For bridges such as highways, bridges are erected via bearings on piers that are erected with a predetermined span distance. In FIG. 4 (the figure is an example of a continuous girder bridge), 10, 10, ... Are piers, 50 is a bridge body, and bearings S1, S2, are provided between the bridge body 50 and each pier 10, 10 ,. ... is installed.

【0003】 支承は下沓と上沓とで構成される。下沓に対し上沓を橋軸方向にスライド可能 とした支承は可動支承(可動沓)と称され、これを実質的に拘束した支承は固定 支承(固定沓)と称される。図5〔I〕〔II〕(〔I〕図は可動支承、〔II 〕図は固定支承を示す)において、20は下沓、30は、下沓20に重ねられた 上沓である。下沓20および上沓30は鋼または鋳鋼等からなる板状ブロックで あり、下沓20は立上り部21を有し、上沓30は、下沓の立上り部21の左右 の各側面に向い合うストッパ部31,31を有している。 下沓20は、下部構造であるピア10,10,…に固定され、上沓30は上部 構造である橋体50に取付けられる。同図〔I〕の可動支承では、下沓20に 対し上沓30の矢符x方向(橋軸方向)のスライドが可能なように、下沓20の 立上り部21の側面211と、上沓のストッパ部31の端面311との間に遊間 (G)〔その隙間幅(l)は例えば30〜80mm〕が与えられており、他方〔 II〕図に示した固定支承における遊間の隙間幅は通常2mm程度で上沓30の 橋軸方向の移動は実質的に拘束されている。The bearing is composed of a lower shoe and an upper shoe. A bearing that allows the upper shoe to slide in the bridge axis direction with respect to the lower shoe is called a movable bearing (movable shoe), and a bearing that substantially restrains this is called a fixed bearing (fixed shoe). In FIGS. 5 [I] and [II] ([I] shows a movable bearing and [II] shows a fixed bearing), 20 is a lower shoe and 30 is an upper shoe stacked on the lower shoe 20. The lower shoe 20 and the upper shoe 30 are plate-like blocks made of steel, cast steel or the like, the lower shoe 20 has a rising portion 21, and the upper shoe 30 faces each of the left and right side surfaces of the rising portion 21 of the lower shoe. It has stopper portions 31, 31. The lower shoe 20 is fixed to the piers 10, 10, ... As the lower structure, and the upper shoe 30 is attached to the bridge body 50 as the upper structure. In the movable bearing of the same figure [I], the side surface 211 of the rising part 21 of the lower shoe 20 and the upper shoe 30 are arranged so that the upper shoe 30 can slide in the arrow x direction (bridge axis direction) with respect to the lower shoe 20. A gap (G) (the gap width (l) thereof is, for example, 30 to 80 mm) is provided between the stopper portion 31 and the end surface 311 of the stopper part 31, while the gap width in the fixed bearing shown in the [II] diagram is Usually, the movement of the upper shoe 30 in the bridge axis direction is substantially restrained at about 2 mm.

【0004】[0004]

【考案が解決しようとする課題】 橋梁は、ピア上に架設される橋体の連結形式により、継目の多い単純桁橋と継 目の少ない連続桁橋とに大別されるが、高速道路では走行性の良い路面に対する 要求が、耐震性の向上等の要請と併せて増々高まり、近時はこの要請に応えるた め継目の少ない連続桁橋が多く採用されつつある。 連続桁橋においては経済性等の観点から、支承を多点固定支承形式とするのが 有利である。しかし、鋼鈑桁橋では未だその例は少ない。鋼連続桁橋に多点固定 支承形式を適用する場合に最も問題となるのは、床版コンクリートの打設におい てコンクリートにクラックが生じ易いということである。[Problems to be solved by the invention] Bridges are roughly classified into simple girder bridges with many joints and continuous girder bridges with few joints, depending on the connection type of bridges erected on piers. The demand for road surfaces with good running performance has increased along with the demand for improved seismic resistance, and in recent years, continuous girder bridges with few seams are being adopted to meet these demands. For continuous girder bridges, it is advantageous to use multi-point fixed bearings for economical reasons. However, there are still few examples in Kotetsu girder bridge. The most problematic issue when applying the multi-point fixed bearing type to steel continuous girder bridges is that cracking tends to occur in concrete during the placing of floor slab concrete.

【0005】 これを前記図4に示した4径間連続桁橋を例に挙げて説明すると、支承S1〜 S5のうち、例えば中央の支承S3のみを固定支承とし、他の支承を可動支承と した1点固定支承構造では上記のクラック発生の問題は殆どないのに対し、例え ば両端の支承S1とS5のみを可動支承とし、残る支承S2〜S4を固定支承と する3点固定支承構造を採用した場合においては、床版コンクリート打設完了後 、その打設継目付近にクラックを生じ易い。1点固定支承であれば、コンクリー トの打設後に温度変化等に因る軸方向の引張応力が生じても容易に応力の解放が なされるのに対し、多点固定支承の場合には、応力の解放が困難で、特に打設継 目付近に応力の集中を生じるからである。 従って鋼連続鈑桁橋に対する多点固定支承構造の適用を可能とするには、コン クリート打設中は、可動支承による支承個所を多くしておき、完成系においてこ れを固定支承に構造変換することが重要な設計条件となる。前記図4の例でいえ ば、支承S2とS4について、コンクリート打設中は可動支承として機能させ、 完成系においてこれを固定支承として機能させることが必要となる。 本考案は上記問題を解決することを目的としてなされたものである。This will be described by taking the four span continuous girder bridge shown in FIG. 4 as an example. Of the bearings S1 to S5, for example, only the central bearing S3 is a fixed bearing and the other bearings are movable bearings. While the above-mentioned problem of cracks is hardly generated in the one-point fixed bearing structure, for example, a three-point fixed bearing structure is used in which only the bearings S1 and S5 at both ends are movable bearings and the remaining bearings S2 to S4 are fixed bearings. When adopted, cracks are likely to occur in the vicinity of the pouring seam after the completion of the slab concrete pouring. With a one-point fixed bearing, the stress can be easily released even if axial tensile stress due to temperature changes etc. occurs after placing concrete, whereas with a multi-point fixed bearing, This is because it is difficult to release the stress, and stress concentrates especially near the casting joint. Therefore, in order to make it possible to apply the multi-point fixed bearing structure to steel continuous steel girder bridges, the number of movable bearing bearings should be increased during concrete casting, and this should be converted into a fixed bearing in the completed system. Is an important design condition. In the example of FIG. 4, it is necessary for the bearings S2 and S4 to function as movable bearings during concrete pouring, and to function as fixed bearings in the completed system. The present invention has been made for the purpose of solving the above problems.

【0006】[0006]

【課題を解決するための手段および作用】[Means and Actions for Solving the Problems]

本考案に係る支承補助部材は、 下沓20の立上り部21の左右の側面に、上沓30の左右のストッパ部31, 31のそれぞれが遊間を以て向い合う可動支承を、固定支承に変えるための、前 記遊間に嵌装されるブロックであって、下沓20の立上り部21の側面に線接触 をなして押圧せしめられる円弧面を有する押圧面部材41と、遊間の隙間幅寸法 に応じて増減される肉厚調整用スペーサプレート42と、ライナプレート43を 主構成部材としてなる積層体であることを特徴としている。 The bearing assisting member according to the present invention is for changing a movable bearing, in which the left and right stopper portions 31 and 31 of the upper shoe 30 face to each other on the left and right side surfaces of the rising portion 21 of the lower shoe 20, to a fixed bearing. A pressing surface member 41 which is a block fitted in the play and has an arc surface which is pressed in line contact with the side surface of the rising portion 21 of the lower shoe 20, and depending on a gap width dimension between the play. It is characterized in that it is a laminated body including a spacer plate 42 for adjusting the thickness which is increased and decreased and a liner plate 43 as main constituent members.

【0007】 以下、本考案について実施例を示す図面を参照して説明する。 図1は、本考案の支承補助部材を各構成部分に分解して示した図であり、第2 図における40は、各構成部材を積層一体化して所定のブロック形状に組立てた 本考案の補助部材を示している。第3図は、その補助部材40を上・下沓20, 30の遊間に挿入すると共に、上沓30のストッパ部31に固定した状態を示し ている。 図1において、41は押圧面部材、42はスペーサプレート、43はライナプ レートである。45,45は、上記各部材41,42,43を一体化し、所定形 状のブロック40に組立てるための小ねじであり、44はそのためのビスプレー トである。ビスプレート44、ライナプレート43およびスペーサプレート42 のそれぞれには小ねじ挿通孔イ,ロが貫通形成されている。また図には現れてい ないが押圧面部材41の背面(スペーサプレート42と向かい合う面)には、小 ねじ25,25の先端部分を螺入させるためのねじ孔が適当な深さを以て形設さ れている。Hereinafter, the present invention will be described with reference to the drawings illustrating an embodiment. FIG. 1 is an exploded view of the bearing assisting member of the present invention into its constituent parts. Reference numeral 40 in FIG. 2 is an auxiliary member of the present invention in which the constituent members are laminated and integrated into a predetermined block shape. The member is shown. FIG. 3 shows a state in which the auxiliary member 40 is inserted into the play between the upper and lower shoes 20, 30 and fixed to the stopper portion 31 of the upper shoe 30. In FIG. 1, 41 is a pressing surface member, 42 is a spacer plate, and 43 is a liner plate. Numerals 45, 45 are machine screws for assembling the above-mentioned members 41, 42, 43 into a block 40 having a predetermined shape, and numeral 44 is a bisplay therefor. Small screw insertion holes a and b are formed through the screw plate 44, the liner plate 43, and the spacer plate 42, respectively. Although not shown in the figure, screw holes for screwing the tip portions of the machine screws 25, 25 are formed in the rear surface of the pressing surface member 41 (the surface facing the spacer plate 42) with an appropriate depth. Has been.

【0008】 押圧面部材41の前面411は、下沓20の立上り部21の側面に対する接触 面である。本考案では、これを適宜の曲率を有する円弧面とし、下沓の立上り部 21に対する接触を線接触(ヘルツの接触)としている。これにより、従来の固 定支承(その下沓立上り部の側面211と上沓ストッパ部の端面311との接触 は面接触である)と異なって、下沓20に対する上沓30の回転変位をスムース に吸収することができる。その接触面411の曲率半径は、接触面に加わる荷重 により適宜決定すればよい。なお、押圧面部材41の側面には、後述する部材4 7を取付けるためのねじ孔a,bが形成されている。The front surface 411 of the pressing surface member 41 is a contact surface with the side surface of the rising portion 21 of the lower shoe 20. In the present invention, this is an arc surface having an appropriate curvature, and the contact with the rising portion 21 of the lower shoe is a line contact (Hertz contact). Thus, unlike the conventional fixed bearing (the contact between the side surface 211 of the lower shoe rise portion and the end surface 311 of the upper shoe stopper is a surface contact), the rotational displacement of the upper shoe 30 relative to the lower shoe 20 is smoothed. Can be absorbed into. The radius of curvature of the contact surface 411 may be appropriately determined according to the load applied to the contact surface. The side surface of the pressing surface member 41 is formed with screw holes a and b for mounting a member 47 described later.

【0009】 スペーサプレート42は、補助部材40の全肉厚の微調整を行うための薄肉板 材(板厚は例えば1mm程度)である。その積層枚数は、上・下沓20,30の 遊間(G)の隙間幅(l)に応じて決められる。すなわち、床版コンクリート打 設完了後、補助部材40を遊間(G)に適用するに際してその隙間幅(l)の測 定値に基づいてスペーサプレート42の枚数を決めることにより、補助部材40 に、遊間(G)の隙間幅の大きさに対応した適正な全肉厚をもたせることができ る。The spacer plate 42 is a thin plate material (the plate thickness is, for example, about 1 mm) for finely adjusting the total wall thickness of the auxiliary member 40. The number of stacked layers is determined according to the gap width (l) between the clearances (G) between the upper and lower shoes 20, 30. That is, when the auxiliary member 40 is applied to the play space (G) after the floor slab concrete is placed, the number of the spacer plates 42 is determined based on the measured value of the gap width (l), so that It is possible to give an appropriate total wall thickness corresponding to the size of the gap width of (G).

【0010】 ライナプレート43は、前記押圧面部材41と共に補助部材40の全肉厚の大 部分を占める部材であり、補助部材40を適用しようとする遊間(G)の大きさ に応じた適当な板厚が与えられている。 上記押圧面部材41、スペーサプレート42およびライナプレート43は前記 のように互いに重ね合わされ、ビスプレート44と小ねじ45,45により結合 されてブロック形状の補助部材40となる。なお、図ではスペーサプレート42 を押圧面部材41とライナプレート43との間に介装しているが、ライナプレー ト43とビスプレート44の間に介装させてもむろん構わない。The liner plate 43 is a member that occupies most of the entire thickness of the auxiliary member 40 together with the pressing surface member 41, and is suitable for the size of the clearance (G) to which the auxiliary member 40 is applied. Board thickness is given. The pressing surface member 41, the spacer plate 42, and the liner plate 43 are superposed on each other as described above, and are joined to the screw plate 44 by machine screws 45, 45 to form the block-shaped auxiliary member 40. Although the spacer plate 42 is interposed between the pressing surface member 41 and the liner plate 43 in the drawing, it may be interposed between the liner plate 43 and the screw plate 44.

【0011】 上記補助部材40は、上・下沓20,30の遊間(G)に嵌装されて支承構造 の一部となるのであるから、長期に亘って腐食等による損傷を生じてはならず、 従って、その構成部材41,42,43,44等は、ステンレス鋼等の耐食合金 材料が適用される。また、押圧面部材41は、その前面411が下沓立上り部2 1の側面211に対し線接触を以て押圧せしめられるので、軸方向水平力の負荷 に十分耐え得るように硬度の高い材料、例えば特殊ステンレス鋼(C13B等) を適用するのが好ましい。同様の理由により、押圧面部材41が線接触する下沓 の立上り部21の側面211も硬度の高い表面とすることが望ましい。もっとも 、その場合において下沓20またはその立上り部21の全体を硬質材料で形成す る必要はなく、図2に示すように、押圧面部材41が線接触する領域に、支圧面 部材212として硬質合金材料(前記押圧面部材41と同じく、特殊ステンレス 鋼C13B等)を埋込んだ構造とすればよい。Since the above-mentioned auxiliary member 40 is fitted in the clearance (G) between the upper and lower shoes 20 and 30 and becomes a part of the bearing structure, damage due to corrosion or the like should not occur over a long period of time. Therefore, the constituent members 41, 42, 43, 44, etc. are made of a corrosion-resistant alloy material such as stainless steel. Further, since the front surface 411 of the pressing surface member 41 is pressed against the side surface 211 of the lower rising portion 21 by linear contact, a material having a high hardness such as a special material such as a special material is sufficient to withstand the load of the horizontal force in the axial direction. It is preferable to apply stainless steel (such as C13B). For the same reason, it is desirable that the side surface 211 of the rising portion 21 of the lower shoe, which the pressing surface member 41 makes line contact with, also has a high hardness surface. However, in that case, it is not necessary to form the lower shoe 20 or the rising portion 21 thereof entirely with a hard material, and as shown in FIG. 2, a hard bearing surface member 212 is formed in a region where the pressing surface member 41 makes line contact. The structure may be such that an alloy material (similar to the pressing surface member 41, special stainless steel C13B, etc.) is embedded.

【0012】 上記補助部材40は、上・下沓の遊間(G)内に挿入され、上沓30に固定さ れる。その設置固定態様の実施例を図2により説明すると、47は、補助部材4 0を上沓30に固定するための部材(取付け用部材)であり、その一端側は補助 部材40に固着され、他端側は上沓30に固着される。そのために、補助部材4 0の押圧面部材41の側面にねじ孔a,bが、また上沓30のストッパ部31の 側面にねじ孔c,dがそれぞれ設けられ、これらのねじ孔a,bおよびc,dに 対応して取付け用部材47の一端側に開孔47a,47bが形成され、他端側に 開孔47c,47dが形成されている。48,50はボルトであり、49,51 はワッシャである。The auxiliary member 40 is inserted into the free space (G) between the upper and lower shoes and is fixed to the upper shoe 30. An example of the installation and fixing mode will be described with reference to FIG. 2. Reference numeral 47 is a member (mounting member) for fixing the auxiliary member 40 to the upper shoe 30, one end side of which is fixed to the auxiliary member 40. The other end is fixed to the upper shoe 30. Therefore, screw holes a and b are provided on the side surface of the pressing surface member 41 of the auxiliary member 40, and screw holes c and d are provided on the side surface of the stopper portion 31 of the upper shoe 30, respectively. Corresponding to c and d, openings 47a and 47b are formed on one end side of the mounting member 47, and openings 47c and 47d are formed on the other end side. 48 and 50 are bolts, and 49 and 51 are washers.

【0013】 取付け用部材47は、ボルト48,48が開孔47a,47bを通って押圧面 部材41のねじ孔a,bに螺入され締付けられることにより補助部材40の側 面に固着される。取付け用部材47が固着された補助部材40を上・下沓20, 30の遊間内に挿入したうえ、取付け用部材47の他端側の開孔47c,47d にボルト50,50を通し上沓30のねじ孔c,dに螺入して締付けることによ り、図3に示した補助部材の設置固定形態が完成する。これにより、その可動支 承は固定支承として機能することになる。 上記図示の例における取付け用部材47として、その板面の上下両端に折曲縁 が形成されたコ字形部材を使用しているのは、取付け用部材47を補助部材40 および上沓30の側面に抱着させて固着姿態の安定性を高めるためであるが、必 ずしもコ字形状とする必要はなく、平板部材であってもよい。また、補助部材4 0や上沓30に対する取付け用部材47の固着手段としてボルト48,50を使 用する代りに溶接を適用することもできる。更に、取付け用部材47を省略し、 補助部材40を直接上沓30に対して溶接により接合固定する方法を用いること も可能である。The attachment member 47 is fixed to the side surface of the auxiliary member 40 by bolts 48, 48 passing through the openings 47 a, 47 b and screwed into the screw holes a, b of the pressing surface member 41 and tightened. .. The auxiliary member 40 to which the mounting member 47 is fixed is inserted into the clearance between the upper and lower gears 20 and 30, and bolts 50 and 50 are passed through the openings 47c and 47d on the other end side of the mounting member 47. By screwing into the screw holes c and d of 30 and tightening, the installation and fixing form of the auxiliary member shown in FIG. 3 is completed. As a result, the movable bearing functions as a fixed bearing. As the attachment member 47 in the illustrated example, a U-shaped member having bent edges formed at both upper and lower ends of the plate surface is used because the attachment member 47 is a side surface of the auxiliary member 40 and the upper shoe 30. The reason is that it is adhered to the base plate to improve the stability of the fixed state, but it does not necessarily have to be U-shaped and may be a flat plate member. Further, welding may be applied instead of using the bolts 48 and 50 as a fixing means of the attachment member 47 to the auxiliary member 40 and the upper shoe 30. Furthermore, it is also possible to omit the attachment member 47 and use a method of joining and fixing the auxiliary member 40 directly to the upper shoe 30 by welding.

【0014】 なお、本考案の補助部材40の構成部材の1つである押圧面部材41は、固定 支承における上沓30のストッパ部形成部材としても有用である。例えば前記図 4の連続桁橋における支承S3を、図5〔II〕のような固定支承とする場合に おいて、上沓30のストッパ部31の前部312を切欠してその部分に押圧面部 材41を接合固着させた構造に改変すれば、下沓立上り部21に対する接触が線 接触となり、従来の面接触の固定支承と異なって、上沓31の回転変位の吸収が 可能な固定支承として機能することになる。The pressing surface member 41, which is one of the constituent members of the auxiliary member 40 of the present invention, is also useful as a stopper portion forming member of the upper shoe 30 in the fixed bearing. For example, when the support S3 in the continuous girder bridge shown in FIG. 4 is a fixed support as shown in FIG. 5 [II], the front portion 312 of the stopper portion 31 of the upper shoe 30 is notched and the pressing surface portion is formed at that portion. By modifying the structure in which the material 41 is bonded and fixed, the contact with the rising part 21 of the lower shoe becomes a linear contact, which is different from the conventional fixed bearing of the surface contact, and is a fixed bearing capable of absorbing the rotational displacement of the upper shoe 31. Will work.

【0015】[0015]

【考案の効果】[Effect of the device]

本考案によれば、橋梁・構造物における支承を可動支承から固定支承に構造変 換することができる。例えば、連続桁橋の構築施工において、床版コンクリート の打設施工前は可動支承による支承個所を多くしておき、その打設施工完了後に 本考案の支承補助部材を適用して固定支承に変えることにより、床版コンクリー トにクラックを生じさせずに、多点固定支承の連続桁橋を構築することができる 。 また、本考案の支承補助部材を用いて形成される固定支承は、下沓立上り部に 対する上沓ストッパ部の接触が線接触であるので、面接触をなす従来の固定支承 と異なって、下沓に対する上沓の回転変位の吸収が容易であり、その応力解放効 果により構造物の耐久性・安定性が高められる。 According to the present invention, the bearing of a bridge or structure can be structurally transformed from a movable bearing to a fixed bearing. For example, when constructing a continuous girder bridge, increase the number of bearings by movable bearings before placing concrete slabs, and after completing the placing, apply the bearing support member of the present invention to change to fixed bearings. As a result, it is possible to construct a continuous girder bridge with multiple fixed bearings without causing cracks in the floor slab concrete. In addition, the fixed bearing formed by using the bearing assisting member of the present invention is different from the conventional fixed bearing in which surface contact is made because the contact of the upper shoe stopper portion with the lower shoe rising portion is line contact. It is easy to absorb the rotational displacement of the upper shoe against the shoe and the stress release effect enhances the durability and stability of the structure.

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

【図1】本考案の支承補助部材の実施例を示す斜視分解
図である。
FIG. 1 is a perspective exploded view showing an embodiment of a bearing assisting member of the present invention.

【図2】本考案の支承補助部材の支承に対する取付け要
領の例を示す斜視説明図である。
FIG. 2 is an explanatory perspective view showing an example of how to attach a bearing assisting member of the present invention to a bearing.

【図3】本考案の支承補助部材を支承に取付けた状態を
示す斜視図である。
FIG. 3 is a perspective view showing a state where a bearing assisting member of the present invention is attached to a bearing.

【図4】橋梁の模式的説明図である。FIG. 4 is a schematic explanatory view of a bridge.

【図5】上沓と下沓からなる支承の斜視説明図である。FIG. 5 is a perspective explanatory view of a bearing including an upper shoe and a lower shoe.

【符号の説明】[Explanation of symbols]

20:下沓、21:下沓立上り部、30:上沓、31:上沓スト
ッパ部、40:支承補助部材、41:押圧面部材、42:スペ
ーサプレート、43:ライナプレート、45:小ねじ、47:
取付け用部材、S1,S2,…:支承、G:遊間。
20: Lower shoe, 21: Lower shoe rising part, 30: Upper shoe, 31: Upper shoe stopper, 40: Bearing support member, 41: Pressing surface member, 42: Spacer plate, 43: Liner plate, 45: Machine screw , 47:
Mounting members, S1, S2, ...: Bearings, G: Free space.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 下沓20の立上り部21の左右の側面
に、上沓30の左右のストッパ部31,31のそれぞれ
が遊間を以て向い合う可動支承を、固定支承に変えるた
めの、前記遊間に嵌装されるブロックであって、下沓2
0の立上り部21の側面に線接触をなして押圧せしめら
れる円弧面を有する押圧面部材41と、遊間の隙間幅寸
法に応じて増減される肉厚調整用スペーサプレート42
と、ライナプレート43を主構成部材としてなる積層体
であることを特徴とする支承補助部材。
1. A movable bearing for changing a movable bearing, in which the left and right stopper portions 31, 31 of the upper shoe 30 face each other with a clearance on the left and right side surfaces of a rising portion 21 of the lower shoe 20, into a fixed bearing. It is a block to be fitted, the lower shoe 2
A pressing surface member 41 having an arcuate surface that is pressed to make a line contact with the side surface of the rising portion 21 of 0, and a spacer plate 42 for adjusting the wall thickness that is increased or decreased in accordance with the gap width dimension between the spaces.
And a liner plate 43 as a main component, which is a laminated body.
JP2035792U 1992-03-03 1992-03-03 Supporting member Pending JPH0571219U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2035792U JPH0571219U (en) 1992-03-03 1992-03-03 Supporting member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2035792U JPH0571219U (en) 1992-03-03 1992-03-03 Supporting member

Publications (1)

Publication Number Publication Date
JPH0571219U true JPH0571219U (en) 1993-09-28

Family

ID=12024857

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2035792U Pending JPH0571219U (en) 1992-03-03 1992-03-03 Supporting member

Country Status (1)

Country Link
JP (1) JPH0571219U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016089397A (en) * 2014-10-31 2016-05-23 横浜ゴム株式会社 Bearing device installation method and bearing device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016089397A (en) * 2014-10-31 2016-05-23 横浜ゴム株式会社 Bearing device installation method and bearing device

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