JPH033604Y2 - - Google Patents
Info
- Publication number
- JPH033604Y2 JPH033604Y2 JP18152685U JP18152685U JPH033604Y2 JP H033604 Y2 JPH033604 Y2 JP H033604Y2 JP 18152685 U JP18152685 U JP 18152685U JP 18152685 U JP18152685 U JP 18152685U JP H033604 Y2 JPH033604 Y2 JP H033604Y2
- Authority
- JP
- Japan
- Prior art keywords
- expansion joint
- side plate
- road
- comb
- joint material
- 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
- 239000000463 material Substances 0.000 claims description 40
- 239000002184 metal Substances 0.000 claims description 15
- 229910052751 metal Inorganic materials 0.000 claims description 15
- 230000003014 reinforcing effect Effects 0.000 claims description 14
- 230000008878 coupling Effects 0.000 claims description 5
- 238000010168 coupling process Methods 0.000 claims description 5
- 238000005859 coupling reaction Methods 0.000 claims description 5
- 230000037431 insertion Effects 0.000 description 5
- 238000003780 insertion Methods 0.000 description 5
- 238000003466 welding Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000001681 protective effect Effects 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 229920003002 synthetic resin Polymers 0.000 description 2
- 239000000057 synthetic resin Substances 0.000 description 2
- 229910001018 Cast iron Inorganic materials 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 239000010426 asphalt Substances 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
- Bridges Or Land Bridges (AREA)
Description
【考案の詳細な説明】
〔産業上の利用分野〕
この考案は積雪地の自動車道路等に使用する道
路伸縮継手に関するものである。[Detailed description of the invention] [Industrial application field] This invention relates to a road expansion joint used for automobile roads in snowy areas.
従来、道路伸縮継手の一つとして、実公昭59−
20405号公報に示されているように、道路伸縮目
地に沿つて延長するように配置される弾性目地材
における巾方向の両側に雌ねじ孔を有する金属性
支持部材が埋込固定されて、伸縮継手材が構成さ
れ、その伸縮継手材の巾方向の両側には、道路に
固定される蓋付き箱形断面の金属性保持部材にお
ける側板が当接され、その側板に挿通された結合
用ボルトが前記支持部材の雌ねじ孔に螺合されて
いる構造の道路伸縮継手が知られている。そして
この構造の道路伸縮継手の場合、伸縮継手材を厚
く製作して強固に取付けることができるという利
点を有する。
Traditionally, as one of the road expansion joints,
As shown in Publication No. 20405, metal support members having female threaded holes are embedded and fixed on both sides of the elastic joint material in the width direction to extend along the road expansion joint, thereby creating an expansion joint. The side plates of a metal holding member with a box-shaped cross section with a lid that is fixed to the road are in contact with both sides of the expansion joint material in the width direction, and the connecting bolts inserted through the side plates are attached to the sides of the expansion joint material in the width direction. Road expansion joints are known that are screwed into female threaded holes in support members. The road expansion joint having this structure has the advantage that the expansion joint material can be made thick and can be firmly attached.
しかるに、前記従来の道路伸縮継手を積雪地の
道路に使用した場合、弾性目地材1の上部に防護
部材が設けられていないので、除雪用グレ−ダや
滑り止め用チエ−ンを巻付けた自動車等が道路伸
縮継手の上を通過するとき、グレ−ダの履帯やブ
レ−ドあるいは前記滑り止め用チエ−ンが弾性目
地材に損傷を与えることがある。
However, when the above-mentioned conventional road expansion joint is used on roads in snow-covered areas, since no protective member is provided on the upper part of the elastic joint material 1, it is necessary to wrap a snow removal grader or anti-slip chain around the elastic joint material 1. When a vehicle or the like passes over a road expansion joint, the tracks or blades of the grader or the anti-slip chain may damage the elastic joint material.
また道路舗装における保持部材に近接する部分
は他の部分に比べて摩耗し易く、その保持部材に
近接する部分の道路舗装が摩耗して凹部が生じた
場合、グレ−ダのブレ−ドの先端が保持部材の上
端部に突き当たつて大きな衝撃力を与え、道路伸
縮継手を破壊する恐れがある。さらにまた、前記
従来の道路伸縮継手の場合は、保持部材の構造が
複雑でコスト高になるという問題がある。 In addition, the parts of road pavement that are close to the holding members are more likely to wear than other parts, and if the road pavement that is close to the holding members is worn and a recess is formed, the tip of the grader blade The road expansion joint may be damaged by hitting the upper end of the holding member and applying a large impact force. Furthermore, in the case of the conventional road expansion joint, there is a problem that the structure of the holding member is complicated and the cost is high.
〔考案の目的、構成〕
この考案は前述の問題を有利に解決できる積雪
地用道路伸縮継手を提供することを目的とするも
のであつて、この考案の要旨とするところは、道
路伸縮目地に沿つて延長するように配置される弾
性目地材1における巾方向の両側に雌ねじ孔2を
有する金属性支持部材3が埋込固定されて伸縮継
手材4が構成され、その伸縮継手材4の巾方向の
両側には道路に固定される金属性保持部材35の
側板6が当接され、その側板6に挿通された結合
用ボルト7が前記支持部材3の雌ねじ孔2に螺合
されている道路伸縮継手において、前記保持部材
5が、側板6の上端部から弾性目地材1の上部に
突出する櫛形保護板8と、側板6の下部に連設さ
れた下部フランジ9と、側板6の外面および下部
フランジ9の上面に一体に設けられた補強兼ガイ
ドリブ10とを備え、その補強兼ガイドリブ10
は側板6および櫛形支承板8の上面と同一レベル
に配置されたガイド面11を備えていることを特
徴とする積雪地用道路伸縮継手にある。[Purpose and structure of the invention] The purpose of this invention is to provide a road expansion joint for snowy areas that can advantageously solve the above-mentioned problems. A metal support member 3 having female screw holes 2 is embedded and fixed on both sides in the width direction of an elastic joint material 1 arranged so as to extend along the width direction to constitute an expansion joint material 4, and the width of the expansion joint material 4 is Side plates 6 of a metal holding member 35 fixed to the road are abutted on both sides of the direction, and a coupling bolt 7 inserted through the side plate 6 is screwed into the female threaded hole 2 of the support member 3. In the expansion joint, the holding member 5 includes a comb-shaped protection plate 8 protruding from the upper end of the side plate 6 to the upper part of the elastic joint material 1, a lower flange 9 connected to the lower part of the side plate 6, an outer surface of the side plate 6, A reinforcing/guide rib 10 is integrally provided on the upper surface of the lower flange 9.
This is a road expansion joint for snowy areas characterized by having a guide surface 11 disposed at the same level as the upper surfaces of the side plates 6 and the comb-shaped support plate 8.
次にこの考案を図示の例によつて詳細に説明す
る。
Next, this invention will be explained in detail using illustrated examples.
第6図ないし第8図はこの考案の実施例におい
て用いられる金属性保持部材5を示すものであつ
て、道路伸縮目地に沿つて延長するように配置さ
れる側板6の上端部に、内側すなわち弾性目地材
設置側に突出する櫛形保護板8が一体に連設さ
れ、側板6の下端部には外側に突出する下部フラ
ンジ9が一体に連設され、かつ側板6の外面と下
部フランジ9の上面との間には、側板長手方向に
間隔をおいて配置された複数の補強兼ガイドリブ
10が一体に設けられ、その補強兼ガイドリブ1
0側板6および櫛形保護板8の上面と同一レベル
に配置されたガイド面11を有し、さらに両端の
補強兼ガイドリブ10に連結ボルト挿通用透孔1
2が設けられ、前記側板6には、多数のボルト挿
通用透孔13が側板長手方向に間隔をおいて設け
られ、また前記下部フランジ9には、多数のボル
ト挿通用透孔14およびアンカボルト挿通用透孔
15が下部フランジ長手方向に間隔をおいて設け
られている。 6 to 8 show a metal holding member 5 used in an embodiment of this invention, in which an inner side or A comb-shaped protection plate 8 protruding toward the elastic joint material installation side is integrally installed, and a lower flange 9 protruding outward is integrally installed at the lower end of the side plate 6, and the outer surface of the side plate 6 and the lower flange 9 A plurality of reinforcement/guide ribs 10 are integrally provided between the upper surface and the side plate at intervals in the longitudinal direction of the side plate.
It has a guide surface 11 arranged at the same level as the upper surface of the zero side plate 6 and the comb-shaped protection plate 8, and further has through holes 1 for insertion of connecting bolts in reinforcing/guide ribs 10 at both ends.
2, the side plate 6 is provided with a large number of through holes 13 for bolt insertion at intervals in the longitudinal direction of the side plate, and the lower flange 9 is provided with a large number of through holes 14 for bolt insertion and anchor bolts. Insertion holes 15 are provided at intervals in the longitudinal direction of the lower flange.
第9図および第10図はこの考案の実施例にお
いて用いられる伸縮継手材4を示すものであつ
て、中空孔16と上部溝17と下部溝18とを備
えているゴムからなる弾性目地材1における巾方
向の両側に、弾性目地材長手方向に延長する金属
製支持部材3が一体に埋込固定され、かつ弾性目
地材1の両側面の上部および下部には、支持部材
3におけるフランジに対向する位置において弾性
目地材長手方向に延長する止水突条19が設けら
れ、さらに前記支持部材3には多数の雌ねじ孔2
が支持部材長手方向に一定間隔で設けられ、また
弾性目地材1の一端部および他端部には、隣り合
う伸縮継手材4を相互に嵌合接続するための溝2
0および突出部21が設けられている。 9 and 10 show an expansion joint material 4 used in an embodiment of this invention, in which an elastic joint material 1 made of rubber is provided with a hollow hole 16, an upper groove 17, and a lower groove 18. Metal supporting members 3 extending in the longitudinal direction of the elastic joint material 1 are integrally embedded and fixed on both sides of the width direction of the elastic joint material 1, and metal supporting members 3 extending in the longitudinal direction of the elastic joint material 1 are embedded and fixed at the upper and lower portions of both sides of the elastic joint material 1, and opposing flanges on the support members 3 are provided. A water stop protrusion 19 extending in the longitudinal direction of the elastic joint material is provided at a position where the elastic joint material is disposed.
are provided at regular intervals in the longitudinal direction of the support member, and grooves 2 are provided at one end and the other end of the elastic joint material 1 for fitting and connecting adjacent expansion joint materials 4 to each other.
0 and a protrusion 21 are provided.
第11図はこの考案の実施例において用いられ
る金属性櫛形支承板22を示すものであつて、鋼
板からなる櫛形板に多数のボルト挿通用透孔14
およびアンカボルト挿通用透孔15が櫛形板長手
方向に隔をおいて設けられている。 FIG. 11 shows a metal comb-shaped support plate 22 used in an embodiment of this invention, in which a comb-shaped plate made of a steel plate has a large number of through-holes 14 for inserting bolts.
And anchor bolt insertion through holes 15 are provided at intervals in the longitudinal direction of the comb-shaped plate.
第1図ないし第5図は前記保持部材5、伸縮継
手材4および櫛形支承板22を使用したこの考案
の実施例に係る積雪地用道路伸縮継手を示すもの
であつて、道路伸縮目地に沿つて延長するように
配置された伸縮継手材4における巾方向(道路長
手方向)の両側に、保持部材5の側板6の内面が
当接され、その保持部材5における櫛形保護板8
は弾性目地材1の上面に近接して配置され、かつ
両側の櫛形保護板8における凹部と凸部とが対向
するように配置され、さらに側板6に挿通されて
支持部材3の雌ねじ孔2に螺合された結合用ボル
ト7により、伸縮継手材4と保持部材5とが締付
結合されている。 1 to 5 show a road expansion joint for snow-covered areas according to an embodiment of this invention using the holding member 5, expansion joint material 4, and comb-shaped support plate 22, and are shown along the road expansion joint. The inner surface of the side plate 6 of the holding member 5 is brought into contact with both sides in the width direction (road longitudinal direction) of the expansion joint member 4 arranged to extend along the same line, and the comb-shaped protection plate 8 of the holding member 5 is
are arranged close to the upper surface of the elastic joint filler 1, and are arranged so that the concave portion and the convex portion of the comb-shaped protection plates 8 on both sides face each other, and are further inserted through the side plate 6 and into the female threaded hole 2 of the support member 3. The expansion joint material 4 and the holding member 5 are tightly coupled by the screwed coupling bolt 7.
道路伸縮目地の長手方向に隣り合う保持部材5
は端部の補強兼ガイドリブ10にわたつて挿通さ
れた連結用ボルト23により締付連結さされ、櫛
形支承板22は隣り合う保持部材5における下部
フランジ9の下面にわたつて配置され、かつ櫛形
支承板22と隣り合う保持部材5の下部フランジ
とは固定用ボルト24により締付固定され、さら
に両側の櫛形支承板8における凹部と凸部とが対
向するように配置されている。 Holding members 5 adjacent to each other in the longitudinal direction of road expansion joints
are tightened and connected by connecting bolts 23 inserted across the reinforcing/guide ribs 10 at the ends, and the comb-shaped support plate 22 is disposed across the lower surface of the lower flange 9 of the adjacent holding member 5, and is attached to the comb-shaped support plate 22. The plate 22 and the lower flange of the adjacent holding member 5 are tightened and fixed by fixing bolts 24, and furthermore, the concave portion and the convex portion of the comb-shaped support plates 8 on both sides are arranged so as to face each other.
前記伸縮継手材4は両側の櫛形支承板8に載置
され、かつL字形のアンカボルト25における縦
螺杆26は前記下部フランジ9および櫛形支承板
22に挿通され、縦螺杆26の下部に螺合された
下部ナツト27は櫛形支承板22に当接されて溶
接により固定され、前記縦螺杆26の上部に螺合
された上部ナツト28が緊締されてアンカボルト
25が保持部材5および櫛形支承板22に固定さ
れている。 The expansion joint material 4 is placed on the comb-shaped support plates 8 on both sides, and the vertical screw rod 26 of the L-shaped anchor bolt 25 is inserted through the lower flange 9 and the comb-shaped support plate 22, and is screwed into the lower part of the vertical screw rod 26. The lower nut 27 that has been tightened is brought into contact with the comb-shaped support plate 22 and fixed by welding, and the upper nut 28 screwed onto the upper part of the vertical screw rod 26 is tightened so that the anchor bolt 25 is attached to the holding member 5 and the comb-shaped support plate 22. is fixed.
道路本体29の端部上面に設けられた引込段部
30の上に、道路伸縮継手の側部が配置され、そ
の道路伸縮継手における多数のアンカボルト25
の横杆31は道路本体29に埋込固定されている
繋止鉄筋32に対し溶接により固着され、かつ合
成樹脂の発泡体からなる低圧縮強度の型枠材33
の下部は道路本体29の端面間に嵌入され、さら
に道路伸縮目地長手方向に延長する補強鉄筋34
はアンカボルト25および繋止鉄筋32に対し溶
接により固着され、また前記引込段部30の上に
はコンクリ−トまたはアスフアルトあるいは合成
樹脂モルタル等の固定兼補装材料35が打設され
ている。 A side portion of the road expansion joint is disposed on the retraction step portion 30 provided on the upper surface of the end portion of the road body 29, and a large number of anchor bolts 25 in the road expansion joint are arranged.
The horizontal rods 31 are fixed by welding to anchoring reinforcing bars 32 that are embedded and fixed in the road body 29, and are made of low compressive strength formwork material 33 made of synthetic resin foam.
A reinforcing reinforcing bar 34 is inserted between the end faces of the road main body 29 and further extends in the longitudinal direction of the road expansion joint.
is fixed to the anchor bolt 25 and the locking reinforcing bar 32 by welding, and a fixing/repairing material 35 such as concrete, asphalt, or synthetic resin mortar is cast on the lead-in step 30.
前記実施例のように、櫛形支承板22を隣り合
う保持部材5における下部フランジ9の下面にわ
たつて当接して固定用ボルト24により締付固定
すれば、隣り合う保持部材5の端部にレベル差が
生じないようにして容易に連結することができ
る。また保護板8を櫛形にして、道路伸縮継手巾
方向の両側の櫛形保護板8における凹部と凸部と
を対向させることにより、両側の櫛形保護板8間
の間〓をジグザグ状にして、道路伸縮継手部の車
両走行性を向上させることができる。 As in the above embodiment, if the comb-shaped support plate 22 is brought into contact with the lower surface of the lower flange 9 of the adjacent holding member 5 and fixed by tightening with the fixing bolt 24, the end portion of the adjacent holding member 5 is leveled. They can be easily connected without causing any difference. Furthermore, by making the protection plates 8 comb-shaped and making the concave and convex portions of the comb-shaped protection plates 8 on both sides in the width direction of the road expansion joint face each other, the gap between the comb-shaped protection plates 8 on both sides is made into a zigzag shape. Vehicle running properties of the expansion joint can be improved.
この考案を実施する場合、縦螺杆26に螺合さ
れた下部ナツト27を櫛形支承板22および縦螺
杆26の双方に溶接により固着してもよい。また
前記保持部材5は例えば鋳鉄により製作される。 When implementing this invention, the lower nut 27 screwed onto the vertical screw rod 26 may be fixed to both the comb-shaped support plate 22 and the vertical screw rod 26 by welding. Further, the holding member 5 is made of cast iron, for example.
この考案によれば、弾性目地材1における巾方
向の両側に雌ねじ孔2を有する金属製支持部材3
が埋込固定されて伸縮継手材4が構成され、その
伸縮継手材4の巾方向の両側には道路に固定され
る金属製保持部材5の側板6が当接され、その側
板6に挿通された結合用ボルト7が前記支持部材
3の雌ねじ孔2に螺合されている道路伸縮継手に
おいて、前記保持部材5が、側板6の上端部から
弾性目地材1の上部に突出する櫛形保護板8を備
えているので、その櫛形保護板8によつて、グレ
−ダの履帯やブレ−ドあるいは自動車の滑り止め
用チエ−ンが弾性目地材1に接触するのを防止す
ることができ、そのため前記履帯やブレ−ドある
いは滑り止め用チエ−ンによつて弾性目地材1が
損傷を受けるのを防止することができ、さらに前
記保持部材5は、側板6の下部に連設された下部
フランジ9と、側板6の外面および下部フランジ
9の上面に一体に設けられた補強兼ガイドリブ1
0とを備えているので、その補強兼ガイドリブ1
0によつて保持部材5を補強することができ、ま
た補強兼ガイドリブ10は側板6および櫛形保護
板8の上面と同一レベルに配置されたガイド面1
1を備えているので、保持部材5に近接する部分
の道路舗装が摩耗して凹部が生じていても、前記
ガイド面11によりグレ−ダのブレ−ドの先端を
側板6および櫛形保護板8の上面に向かつて誘導
することができ、そのため保持部材5を補強する
補強兼ガイドリブ10を利用して、グレ−ダのブ
レ−ドが保持部材5の上端部に横方向から衝突す
るのを防止して、道路伸縮継手の安全性を確保す
ることができ、さらにまたこの考案における保持
部材5は、前記従来の道路伸縮継手における保持
部材に比べて、構造が簡単で低コストで製作でき
る等の効果が得られる。
According to this invention, a metal support member 3 having female screw holes 2 on both sides of the elastic joint material 1 in the width direction
are embedded and fixed to form an expansion joint material 4, side plates 6 of metal holding members 5 fixed to the road are abutted on both sides of the expansion joint material 4 in the width direction, and the metal holding members 5 are inserted through the side plates 6. In the road expansion joint in which the coupling bolt 7 is screwed into the female screw hole 2 of the support member 3, the holding member 5 is provided with a comb-shaped protection plate 8 that projects from the upper end of the side plate 6 to the upper part of the elastic joint material 1. The comb-shaped protective plate 8 can prevent the tracks and blades of the grader or the non-slip chain of the automobile from coming into contact with the elastic joint material 1. It is possible to prevent the elastic joint material 1 from being damaged by the crawler tracks, blades, or anti-slip chain. 9, and reinforcing/guide ribs 1 integrally provided on the outer surface of the side plate 6 and the upper surface of the lower flange 9.
0, so its reinforcing and guide rib 1
0 can reinforce the holding member 5, and the reinforcing/guide rib 10 has a guide surface 1 disposed on the same level as the upper surface of the side plate 6 and the comb-shaped protection plate 8.
1, even if the road pavement in the vicinity of the holding member 5 is worn and a recess is formed, the guide surface 11 guides the tip of the grader blade to the side plate 6 and the comb-shaped protection plate 8. The reinforcing/guide rib 10 that can be guided toward the upper surface and thus reinforces the holding member 5 is used to prevent the blade of the grader from colliding with the upper end of the holding member 5 from the side. As a result, the safety of the road expansion joint can be ensured.Furthermore, the holding member 5 of this invention has a simpler structure and can be manufactured at a lower cost than the holding member of the conventional road expansion joint. Effects can be obtained.
図面はこの考案の一実施例を示すものであつ
て、第1図は積雪地用道路伸縮継手の設置状態を
示す縦断側面図、第2図はその道路伸縮継手の一
部を示す平面図、第3図は第2図のA−A線拡大
断面図、第4図は第2図のB−B線拡大断面図、
第5図は前記道路伸縮継手における隣り合う保持
部材の連結部付近を示す正面図、第6図はこの考
案の実施例において用いられる保持部材の一部切
欠平面図、第7図はその側面図、第8図は第6図
のC−C線断面図、第9図はこの考案の実施例に
おいて用いられる伸縮継手材の一部切欠正面図、
第10図は第9図のD−D線断面図、第11図は
この考案の実施例において用いられる櫛形支承板
の一部切欠平面図である。
図において、1は弾性目地材、2は雌ねじ孔、
3は金属製支持部材、4は伸縮継手材、5は金属
製保持部材、6は側板、7は結合用ボルト、8は
櫛形保護板、9は下部フランジ、10は補強兼ガ
イドリブ、11はガイド面、22は櫛形支承板、
23は連結用ボルト、24は固定用ボルト、25
はアンカボルト、29は道路本体、30は引込段
部、32は繋止鉄筋である。
The drawings show one embodiment of this invention, in which Fig. 1 is a longitudinal side view showing the installation state of a road expansion joint for snowy areas, Fig. 2 is a plan view showing a part of the road expansion joint, FIG. 3 is an enlarged cross-sectional view taken along the line A-A in FIG. 2, FIG. 4 is an enlarged cross-sectional view taken along the line B-B in FIG.
Fig. 5 is a front view showing the vicinity of the connecting portion of adjacent holding members in the road expansion joint, Fig. 6 is a partially cutaway plan view of the holding member used in the embodiment of this invention, and Fig. 7 is a side view thereof. , FIG. 8 is a sectional view taken along the line C-C in FIG. 6, and FIG. 9 is a partially cutaway front view of the expansion joint material used in the embodiment of this invention.
FIG. 10 is a sectional view taken along the line DD in FIG. 9, and FIG. 11 is a partially cutaway plan view of a comb-shaped support plate used in an embodiment of this invention. In the figure, 1 is an elastic joint material, 2 is a female screw hole,
3 is a metal support member, 4 is an expansion joint material, 5 is a metal holding member, 6 is a side plate, 7 is a coupling bolt, 8 is a comb-shaped protection plate, 9 is a lower flange, 10 is a reinforcement/guide rib, 11 is a guide surface, 22 is a comb-shaped support plate,
23 is a connecting bolt, 24 is a fixing bolt, 25
29 is an anchor bolt, 29 is a road body, 30 is a lead-in step, and 32 is a tie reinforcing bar.
Claims (1)
る弾性目地材1における巾方向の両側に雌ねじ孔
2を有する金属製支持部材3が埋込固定されて伸
縮継手材4が構成され、その伸縮継手材4の巾方
向の両側には道路に固定される金属製保持部材5
の側板6が当接され、その側板6に挿通された結
合用ボルト7が前記支持部材3の雌ねじ孔2に螺
合されている道路伸縮継手において、前記保持部
材5が、側板6の上端部から弾性目地材1の上部
に突出する櫛形保護板8と、側板6の下部に連設
された下部フランジ9と、側板6の外面および下
部フランジ9の上面に一体に設けられた補強兼ガ
イドリブ10とを備え、その補強兼ガイドリブ1
0は側板6および櫛形支承板8の上面と同一レベ
ルに配置されたガイド面11を備えていることを
特徴とする積雪地用道路伸縮継手。 A metal support member 3 having internally threaded holes 2 is embedded and fixed on both sides in the width direction of an elastic joint material 1 arranged to extend along a road expansion joint to constitute an expansion joint material 4, and the expansion joint On both sides of the material 4 in the width direction, there are metal holding members 5 fixed to the road.
In the road expansion joint, in which a side plate 6 is abutted, and a coupling bolt 7 inserted through the side plate 6 is screwed into the female screw hole 2 of the support member 3, the holding member 5 is attached to the upper end of the side plate 6. A comb-shaped protection plate 8 protrudes from the top of the elastic joint material 1, a lower flange 9 connected to the lower part of the side plate 6, and reinforcing/guide ribs 10 integrally provided on the outer surface of the side plate 6 and the upper surface of the lower flange 9. and its reinforcing and guide ribs 1
0 is a road expansion joint for snowy areas characterized by having a guide surface 11 arranged at the same level as the upper surface of the side plate 6 and the comb-shaped support plate 8.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18152685U JPH033604Y2 (en) | 1985-11-27 | 1985-11-27 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18152685U JPH033604Y2 (en) | 1985-11-27 | 1985-11-27 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6289304U JPS6289304U (en) | 1987-06-08 |
JPH033604Y2 true JPH033604Y2 (en) | 1991-01-30 |
Family
ID=31126475
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP18152685U Expired JPH033604Y2 (en) | 1985-11-27 | 1985-11-27 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH033604Y2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP6181960B2 (en) * | 2013-04-12 | 2017-08-16 | 東京ファブリック工業株式会社 | Vertical joint expansion and contraction device |
-
1985
- 1985-11-27 JP JP18152685U patent/JPH033604Y2/ja not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS6289304U (en) | 1987-06-08 |
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