JPH0399014U - - Google Patents
Info
- Publication number
- JPH0399014U JPH0399014U JP562290U JP562290U JPH0399014U JP H0399014 U JPH0399014 U JP H0399014U JP 562290 U JP562290 U JP 562290U JP 562290 U JP562290 U JP 562290U JP H0399014 U JPH0399014 U JP H0399014U
- Authority
- JP
- Japan
- Prior art keywords
- plate
- metal
- base plate
- fixed
- screwed
- 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
Links
- 239000002184 metal Substances 0.000 claims description 14
- 230000008878 coupling Effects 0.000 claims 1
- 238000010168 coupling process Methods 0.000 claims 1
- 238000005859 coupling reaction Methods 0.000 claims 1
- 239000004570 mortar (masonry) Substances 0.000 description 2
Landscapes
- Bridges Or Land Bridges (AREA)
Description
第1図ないし第8図はこの考案の第1実施例を
示すものであつて、第1図は橋梁弾性支承装置の
縦断側面図、第2図はその側面図、第3図は第1
図のA−A線断面図、第4図は橋梁弾性支承装置
の正面図、第5図は橋梁弾性支承装置の一部を拡
大して示す縦断正面図、第6図はこの考案をカー
ブ橋の弾性支承装置に実施した例を示す概略縦断
正面図、第7図は橋梁弾性支承装置の構成部品の
一部を分解して示す斜視図、第8図はゴム沓の縦
断正面図である。第9図ないし第11図はこの考
案の第2実施例を示すものであつて、第9図は橋
梁弾性支承装置の縦断側面図、第10図は橋梁弾
性支承装置の一部を示す縦断正面図、第11図は
ゴム沓の縦断正面図である。
図において、1……ゴム層、2……雌ねじ孔、
3……下部金属板、4……上部係止突起、5……
雌ねじ孔、6……上部金属板、7……ゴム沓、8
……金属製ベースプレート、9……固定用ビス、
10……橋桁、11……下面板、12……金属製
ソールプレート、13……係止孔、14……結合
用ボルト、15……下部構造物、16……アンカ
ーボルト、17……金属製下敷プレート、18…
…金属製締着板、19……固定用ボルト、20…
…雌ねじ孔、24……縦孔、25……螺杆、26
……螺杆固定用無収縮モルタル、29……レベル
調整用モルタル、30……ナツト、34……螺杆
、35……ナツトである。
Figures 1 to 8 show the first embodiment of this invention, in which Figure 1 is a longitudinal cross-sectional side view of the bridge elastic bearing device, Figure 2 is a side view thereof, and Figure 3 is the first embodiment of the bridge elastic bearing device.
4 is a front view of the bridge elastic bearing device, FIG. 5 is a longitudinal sectional front view showing an enlarged part of the bridge elastic bearing device, and FIG. 6 is a cross-sectional view of the bridge elastic bearing device. FIG. 7 is an exploded perspective view of some of the components of the bridge elastic bearing device, and FIG. 8 is a longitudinal front view of a rubber shoe. Figures 9 to 11 show a second embodiment of this invention, in which Figure 9 is a vertical side view of the bridge elastic bearing device, and Figure 10 is a vertical front view showing a part of the bridge elastic bearing device. FIG. 11 is a longitudinal sectional front view of the rubber shoe. In the figure, 1...Rubber layer, 2...Female screw hole,
3... Lower metal plate, 4... Upper locking protrusion, 5...
Female screw hole, 6... Upper metal plate, 7... Rubber shoe, 8
...Metal base plate, 9...Fixing screw,
10... Bridge girder, 11... Bottom plate, 12... Metal sole plate, 13... Locking hole, 14... Connection bolt, 15... Substructure, 16... Anchor bolt, 17... Metal Made underlay plate, 18...
...Metal fastening plate, 19...Fixing bolt, 20...
...Female screw hole, 24...Vertical hole, 25...Screw rod, 26
. . . non-shrinkage mortar for fixing screw rods, 29 . . . mortar for level adjustment, 30 . . . nuts, 34 .
Claims (1)
部金属板3が固着されると共に、上部係止突起4
および雌ねじ孔5を備えている上部金属板6が前
記ゴム層1の上面に固着されて、ゴム沓7が構成
され、そのゴム沓7が金属製ベースプレート8の
中央部に載置されると共に、そのベースプレート
8に挿通された固定用ビス9が下部金属板3の雌
ねじ孔2に螺合され、橋桁10の下面板11に固
定された金属製ソールプレート12が前記上部金
属板6に載置されると共に、前記上部係止突起4
がソールプレート12の係止孔13に挿入され、
前記下面板11およびソールプレート12に上方
から挿通された結合用ボルト14は上部金属板6
の雌ねじ孔5に螺合され、下部構造物15に載置
されてアンカーボルト16により固定された金属
製下敷プレート17に、前記ベースプレート8が
載置され、そのベースプレート8の周囲の上面に
複数の金属製締着板18がゴム沓周囲方向に並べ
て載置され、各締着板18に挿通された複数の固
定用ボルト19は、ベースプレート8に挿通され
ると共に下敷プレート17の雌ねじ孔20に螺合
されている橋梁弾性支承装置。 A lower metal plate 3 having a large number of female screw holes 2 is fixed to the lower surface of the rubber layer 1, and an upper locking protrusion 4
An upper metal plate 6 having a female threaded hole 5 is fixed to the upper surface of the rubber layer 1 to constitute a rubber shoe 7, and the rubber shoe 7 is placed on the center of a metal base plate 8. The fixing screws 9 inserted through the base plate 8 are screwed into the female screw holes 2 of the lower metal plate 3, and the metal sole plate 12 fixed to the lower plate 11 of the bridge girder 10 is placed on the upper metal plate 6. At the same time, the upper locking protrusion 4
is inserted into the locking hole 13 of the sole plate 12,
The coupling bolts 14 inserted into the lower surface plate 11 and the sole plate 12 from above are connected to the upper metal plate 6.
The base plate 8 is placed on a metal underlay plate 17 that is screwed into the female threaded hole 5 of the base plate 17, placed on the lower structure 15, and fixed with an anchor bolt 16. Metal fastening plates 18 are placed side by side in the circumferential direction of the rubber shoe, and a plurality of fixing bolts 19 inserted through each fastening plate 18 are inserted into the base plate 8 and screwed into the female screw holes 20 of the underlay plate 17. The bridge elastic bearing device is integrated.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP562290U JPH0638887Y2 (en) | 1990-01-26 | 1990-01-26 | Bridge elastic bearing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP562290U JPH0638887Y2 (en) | 1990-01-26 | 1990-01-26 | Bridge elastic bearing device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0399014U true JPH0399014U (en) | 1991-10-16 |
| JPH0638887Y2 JPH0638887Y2 (en) | 1994-10-12 |
Family
ID=31509323
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP562290U Expired - Lifetime JPH0638887Y2 (en) | 1990-01-26 | 1990-01-26 | Bridge elastic bearing device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0638887Y2 (en) |
-
1990
- 1990-01-26 JP JP562290U patent/JPH0638887Y2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0638887Y2 (en) | 1994-10-12 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| EXPY | Cancellation because of completion of term |