JPH0139761Y2 - - Google Patents
Info
- Publication number
- JPH0139761Y2 JPH0139761Y2 JP18585683U JP18585683U JPH0139761Y2 JP H0139761 Y2 JPH0139761 Y2 JP H0139761Y2 JP 18585683 U JP18585683 U JP 18585683U JP 18585683 U JP18585683 U JP 18585683U JP H0139761 Y2 JPH0139761 Y2 JP H0139761Y2
- Authority
- JP
- Japan
- Prior art keywords
- elastic
- expansion
- rigid
- rising piece
- intervals
- 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
- 239000000758 substrate Substances 0.000 claims description 14
- 230000000630 rising effect Effects 0.000 claims description 7
- 230000008602 contraction Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 description 2
Landscapes
- Road Paving Structures (AREA)
- Bridges Or Land Bridges (AREA)
Description
【考案の詳細な説明】
本考案は橋梁用伸縮継手に係るものである。従
来、橋梁用伸縮継手は伸縮用溝が本体上面に設け
てあつた為、溝に小石が詰つて伸縮を悪くしたり
摩滅を早めて耐久的使用に欠けるところがあつ
た。本考案は斯かる欠点を除去せんが為、裏面中
央部に伸縮用溝を設けた剛性基板を弾性伸縮部材
に埋設して上面からの加圧力に対する強度性を高
め、更に上面には浅く細い滑止溝を設けてスリツ
プの防止も出来る様にしたものである。[Detailed Description of the Invention] The present invention relates to an expansion joint for a bridge. Conventionally, expansion joints for bridges have had expansion grooves on the top of the main body, which could become clogged with pebbles, impairing expansion and contraction, and accelerating wear and tear, resulting in a lack of durable use. In order to eliminate this drawback, the present invention embeds a rigid substrate with a stretchable groove in the center of the back surface in an elastic stretchable member to increase its strength against pressure from the top surface. A stop groove is provided to prevent slipping.
今、本考案の実施例を図面に付き説明すれば下
記の通りである。 An embodiment of the present invention will now be described with reference to the drawings.
図中1は弾性伸縮部材。2,2は一端に垂直立
ち上り片aを他端に透孔cを具備した傾斜立ち上
り片bを設け、その延長部を水平に曲げてこの部
分を上下に重ね、且つ裏面中央部に伸縮用溝4を
形成した一対の剛性基板で、その先端の延長上に
空室3,3を設けることにより剛性基板2,2が
弾性伸縮部材1内で大きな抵抗を受けずに左右へ
伸縮出来る様になつている。この剛性基板2,2
は図面第2図に示す様に垂直立ち上り片aと傾斜
立ち上り片bとの中間の基部d,dの底面を弾性
伸縮部材1から露出状態にして埋込むか又は、図
面第3図に示す様に弾性伸縮部材1に埋設するか
の二通りの使用状態がある。 In the figure, 1 is an elastic elastic member. 2, 2 has a vertically rising piece a at one end and an inclined rising piece b with a through hole c at the other end, bends the extended part horizontally, overlaps this part vertically, and has an expansion groove in the center of the back side. A pair of rigid substrates 4 are formed, and by providing empty chambers 3, 3 on the extension of their tips, the rigid substrates 2, 2 can be expanded and contracted from side to side within the elastic extensible member 1 without receiving large resistance. ing. This rigid substrate 2, 2
As shown in FIG. 2 of the drawings, the bottom surfaces of the bases d, d between the vertically rising piece a and the inclined rising piece b are exposed from the elastic elastic member 1 and buried, or as shown in FIG. 3 of the drawings. There are two ways of use: embedding in the elastic elastic member 1;
尚、前者に於ては剛性基板2の傾斜立ち上り片
bに間隔的に透孔c…cを穿設して、剛性基板
2,2の上側と下側とにある弾性伸縮部材1を一
体化してある。 In the former case, through holes c...c are formed at intervals in the inclined rising piece b of the rigid substrate 2, and the elastic elastic members 1 on the upper and lower sides of the rigid substrates 2, 2 are integrated. There is.
6,6…6は弾性伸縮部材1の上面に間隔的に
設けた細く浅い数条の滑止溝である。7,7…7
は螺子孔で、弾性伸縮部材1の両側に間隔的に設
けてあり又、この螺子孔7,7…7の底に露出す
る剛性基板2の基部dには取付螺子孔8がそれぞ
れ穿設してある。尚、図面第4図は本考案品の施
工状態を示したもので、図中9は橋桁10に埋設
したアンカーボルト、11は締付ナツトである。 Numerals 6, 6, . . . 6 are several thin and shallow anti-slip grooves provided at intervals on the upper surface of the elastic elastic member 1. 7,7…7
are screw holes, which are provided at intervals on both sides of the elastic elastic member 1, and mounting screw holes 8 are formed in the base d of the rigid substrate 2 exposed at the bottom of the screw holes 7, 7...7, respectively. There is. Incidentally, FIG. 4 shows the construction state of the product of the present invention, in which numeral 9 indicates an anchor bolt buried in the bridge girder 10, and numeral 11 indicates a tightening nut.
本考案は上記の様に構成されているので、本考
案品を橋桁10,10の間に図面第4図に示す様
に取付けておけば、橋の振動や温度変化による伸
び縮みに対応し剛性基板2のスライドに伴なつて
弾性伸縮部材1が伸縮するものである。 Since the present invention is constructed as described above, if the present invention is installed between the bridge girders 10 and 10 as shown in Figure 4 of the drawing, it will be able to cope with the expansion and contraction caused by vibrations and temperature changes of the bridge. The elastic extensible member 1 expands and contracts as the substrate 2 slides.
本考案の橋梁用伸縮継手は伸縮用溝が剛性基板
の裏面中央部に設けてあるから、石ころやゴミそ
の他等が詰つて伸縮性を劣化させたり摩滅を早め
たりする虞が全くなく、又、弾性伸縮部材中にほ
ぼ全幅に亘つて剛性基板が埋設されており、然も
剛性基板2,2の延長上に空室3,3が設けてあ
るから、剛性基板2,2は弾性伸縮部材1内に大
きな抵抗を受けることなく左右に移動出来るから
損傷することなく長期に亘り使用出来るものであ
る。又、上面には数条の滑止溝を設けてあるから
通行者や通行車輌がスリツプする危険を有しない
ものである。 Since the expansion joint for bridges of the present invention has an expansion groove provided in the center of the back surface of the rigid substrate, there is no possibility that stones, dirt, etc. will become clogged with it and deteriorate the elasticity or accelerate wear. The rigid substrate is embedded over almost the entire width in the elastic extensible member, and since the empty chambers 3, 3 are provided on the extension of the rigid substrates 2, 2, the rigid substrates 2, 2 are buried in the elastic extensible member 1. Since it can be moved from side to side without experiencing significant internal resistance, it can be used for a long period of time without getting damaged. Furthermore, since several anti-slip grooves are provided on the top surface, there is no risk of slipping for passersby or passing vehicles.
第1図は本考案品の平面図で中央部を切欠いた
連続体である。第2図は同上断面図。第3図は他
の実施例を示す断面図。第4図は本考案品の施工
例を示す断面図である。
図中、1は弾性伸縮部材。2は剛性基板。3は
空室。4は伸縮用溝。6は滑止溝。
FIG. 1 is a plan view of the product of the present invention, showing a continuous body with the center cut out. Figure 2 is a sectional view of the same as above. FIG. 3 is a sectional view showing another embodiment. FIG. 4 is a sectional view showing an example of construction of the product of the present invention. In the figure, 1 is an elastic elastic member. 2 is a rigid board. Room 3 is vacant. 4 is an expansion groove. 6 is a non-slip groove.
Claims (1)
た傾斜立ち上り片を設け、その延長部を水平に
曲げて互に上下に重ね、且裏面中央部に伸縮用
溝を形成した一対の剛性基板を弾性伸縮部材に
埋設すると共に上記剛性基板の先端延長上には
空室を設け、両側には間隔的に螺子孔を設けて
なる橋梁用伸縮継手。 (2) 剛性部材を被覆した弾性部材の上面に間隔的
に数条の滑止用の溝を設けてなる、実用新案登
録請求の範囲第1項記載の橋梁用伸縮継手。[Scope of Claim for Utility Model Registration] (1) A vertically rising piece is provided at one end and an inclined rising piece with a through hole is provided at the other end, the extensions of which are bent horizontally and stacked one on top of the other, and the central part of the back surface An expansion joint for a bridge, in which a pair of rigid substrates with expansion grooves formed therein are embedded in an elastic expansion and contraction member, a vacant chamber is provided on the extension of the tip of the rigid substrate, and screw holes are provided at intervals on both sides. (2) The expansion joint for a bridge according to claim 1, which is a utility model registered claim, wherein several anti-slip grooves are provided at intervals on the upper surface of an elastic member covering a rigid member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18585683U JPS6096402U (en) | 1983-12-01 | 1983-12-01 | Expansion joint for bridges |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18585683U JPS6096402U (en) | 1983-12-01 | 1983-12-01 | Expansion joint for bridges |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6096402U JPS6096402U (en) | 1985-07-01 |
| JPH0139761Y2 true JPH0139761Y2 (en) | 1989-11-29 |
Family
ID=30401597
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP18585683U Granted JPS6096402U (en) | 1983-12-01 | 1983-12-01 | Expansion joint for bridges |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6096402U (en) |
-
1983
- 1983-12-01 JP JP18585683U patent/JPS6096402U/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6096402U (en) | 1985-07-01 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US3974614A (en) | Expansion-contraction joint | |
| JPS62110303U (en) | ||
| JPH0331642U (en) | ||
| JPS60332Y2 (en) | concrete floor slab | |
| JPS5925922Y2 (en) | Road joint expansion device | |
| JP7013755B2 (en) | Stuffed structure for road bridge expansion and contraction device | |
| JPS60178005U (en) | Bridge expansion joint | |
| JPH0437612U (en) | ||
| JPH0111770Y2 (en) | ||
| KR200395897Y1 (en) | Connecting structure in corrugated steel plate for box-typed bridge | |
| JPS64415Y2 (en) | ||
| JPH068581U (en) | tile | |
| JPH077437Y2 (en) | Concrete segment fittings | |
| JPS632483Y2 (en) | ||
| JPS6029442Y2 (en) | Road expansion joint structure | |
| JPH0216804B2 (en) | ||
| JPS597438Y2 (en) | Concrete blocks for building waterways | |
| JPS6338252Y2 (en) | ||
| JP2532553Y2 (en) | Expansion joint rail fastening structure | |
| JPS5858307A (en) | Continuous pavement of bridge surface | |
| JPH0230484Y2 (en) | ||
| JPH025844B2 (en) | ||
| JPH0419050Y2 (en) | ||
| JPH0237842Y2 (en) | ||
| JPH0223605Y2 (en) |