JPS6338252Y2 - - Google Patents
Info
- Publication number
- JPS6338252Y2 JPS6338252Y2 JP1982122338U JP12233882U JPS6338252Y2 JP S6338252 Y2 JPS6338252 Y2 JP S6338252Y2 JP 1982122338 U JP1982122338 U JP 1982122338U JP 12233882 U JP12233882 U JP 12233882U JP S6338252 Y2 JPS6338252 Y2 JP S6338252Y2
- Authority
- JP
- Japan
- Prior art keywords
- joint
- joints
- joint body
- expansion
- anchor bolt
- 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
- 239000002184 metal Substances 0.000 claims description 14
- 239000004570 mortar (masonry) Substances 0.000 claims description 7
- 239000011347 resin Substances 0.000 claims description 7
- 229920005989 resin Polymers 0.000 claims description 7
- 210000000078 claw Anatomy 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
- Bridges Or Land Bridges (AREA)
Description
【考案の詳細な説明】
この考案は道路,橋等のコンクリート構造物の
目地に沿つて取付けられる目地用伸縮継手に関す
るものである。[Detailed description of the invention] This invention relates to an expansion joint for joints that is installed along the joints of concrete structures such as roads and bridges.
従来のこの種の目地用伸縮継手は第1図乃至第
3図に符号21,22,23で示す如く道路,橋
等のコンクリート構造物の目地2に沿いその両側
のコンクリート部材3,3の表面にまたがる如く
取付けられるが、第1図に示す伸縮継手21は主
としてスポンジからなるゴムにより作られその両
端をコンクリート部材3,3の切欠き14,14
に充填した樹脂モルタル18に接着し下側に湾曲
する如く伸縮自在に取付けられている。また、第
2図の伸縮継手22及び第3図の伸縮継手23は
それぞれ軟質ゴムにより伸縮可能な形状に作られ
両端部を切欠き14及び樹脂モルタル18に接着
している。 This type of conventional expansion joint for joints is used to connect joints 2 of concrete structures such as roads and bridges along the surfaces of concrete members 3, 3 on both sides, as shown by reference numerals 21, 22, and 23 in FIGS. 1 to 3. The expansion joint 21 shown in FIG.
It is attached to the resin mortar 18 filled with the resin mortar 18, so that it can be expanded and contracted so as to curve downward. Further, the expansion joint 22 in FIG. 2 and the expansion joint 23 in FIG. 3 are each made of soft rubber into an expandable and contractible shape, and both ends thereof are bonded to the notch 14 and the resin mortar 18.
このような伸縮継手の場合、積雪地では除雪車
の除雪用爪や車のタイヤチエーン等が度々接触し
て伸縮継手21,22,23の上面がゴム材料で
あるため容易に破懐または摩損して寿命が短くな
るという欠点があつた。 In the case of such expansion joints, in snowy areas, the snow removal claws of snowplows, car tire chains, etc. often come into contact with each other, and the upper surfaces of the expansion joints 21, 22, 23 are made of rubber, so they are easily damaged or worn out. The disadvantage was that the lifespan was shortened.
この考案は上述の如き従来の目地用伸縮継手の
欠点を解消するためになされたものである。 This invention was made in order to eliminate the drawbacks of the conventional expansion joints for joints as described above.
第4図乃至第6図に基いてこの考案の第1の実
施例を説明する。 A first embodiment of this invention will be explained based on FIGS. 4 to 6.
伸縮継手1は道路,橋等のコンクリート構造物
の目地2に沿い、その両側のコンクリート部材3
の表面にまたがる如く取付けられるが詳細は次の
如くである。 Expansion joint 1 runs along joint 2 of concrete structures such as roads and bridges, and connects concrete members 3 on both sides.
The details are as follows.
4は継手本体で、断面が略〓形に形成されたゴ
ム部材5の頂面及び底面にそれぞれメタル板6,
7を焼付接着している。 Reference numeral 4 denotes a joint body, in which a rubber member 5 having a substantially square cross section has metal plates 6,
7 is attached by baking.
また、継手本体4の両裾部分8にはそれぞれア
ンカーボルト用孔9があけられている。 Additionally, holes 9 for anchor bolts are formed in both hem portions 8 of the joint body 4, respectively.
10はアンカーボルト締付ナツト収納兼用金属
製台具で、継手本体4の頂面と略同じ高さで、金
属により箱形に作られ、ナツト収納用窪み11と
共にアンカーボルト用孔12を設けている。 Reference numeral 10 denotes a metal fixture for storing anchor bolt tightening nuts, which is approximately the same height as the top surface of the joint body 4 and is made of metal in a box shape, and is provided with a hole 12 for the anchor bolt as well as a recess 11 for storing the nut. There is.
なお、13はアンカーボルトで、目地2の両側
に沿うコンクリート部材3の切欠部14に適宜の
間隔で配置され基部15を鉄筋16に溶着してい
る。 Note that anchor bolts 13 are arranged at appropriate intervals in notches 14 of the concrete member 3 along both sides of the joint 2, and have base portions 15 welded to reinforcing bars 16.
しかして、継手本体4はまずその両裾部分8,
8を切欠部14にアンカーボルト13を挿通して
載置され、次に台具10をアンカーボルト13に
嵌込んだ後そのねじを切つた頭部にナツト17が
螺合して締結される。さらに、切欠部14の空間
には樹脂モルタル18が充填され、伸縮継手1は
コンクリート部材3,3の表面にまたがる如く取
付けられる。なお、継手本体4頂部の角部および
これに対向する台具10の角部にそれぞれ角取り
19を設け除雪車の爪等が引掛らないようにして
いる。 Therefore, the joint body 4 first has both hem portions 8,
8 is placed by inserting the anchor bolt 13 into the notch 14, and then the fixture 10 is fitted into the anchor bolt 13, and then the nut 17 is screwed into the threaded head of the anchor bolt 13 and fastened. Further, the space of the notch 14 is filled with resin mortar 18, and the expansion joint 1 is installed so as to span the surfaces of the concrete members 3, 3. Note that chamfers 19 are provided at the corners of the top of the joint body 4 and the corners of the fixture 10 facing thereto to prevent the claws of a snowplow or the like from getting caught therein.
両側のコンクリート部材3が高温により膨張し
目地2が狭くなつたときは伸縮継手1はゴム部材
5が容易に変形し第5図に示すような状態とな
る。また、低温時には目地2が広がり伸縮継手1
は第6図に示す状態となる。 When the concrete members 3 on both sides expand due to high temperature and the joint 2 becomes narrow, the rubber member 5 of the expansion joint 1 easily deforms, resulting in the state shown in FIG. 5. Also, at low temperatures, the joint 2 expands and the expansion joint 1
is in the state shown in FIG.
なお、継手本体4と台具10との高さを前記し
た如く略同等にしてもよいが、第5図に示すよう
に目地2が狭くなつたとき、継手本体4の方が台
具10よりも高くなる傾向があり、交通の障害と
なりかねないので、予め継手本体4の高さを幾分
例えば1mm〜2mm位台具10よりも低くしておく
とよい。 Note that the heights of the joint body 4 and the fixture 10 may be made to be approximately the same as described above, but when the joint 2 becomes narrower as shown in FIG. Since the height of the joint body 4 tends to be high and may become an obstacle to traffic, it is advisable to set the height of the joint body 4 in advance to be somewhat lower than the height of the fixture 10, for example, by about 1 mm to 2 mm.
上述した如くこの考案は、道路,橋等のコンク
リート構造物の目地2に沿い、その両側のコンク
リート部材3の切欠部14の水平表面にまたがる
如く取付けられる伸縮継手1が、断面が略〓形に
形成されたゴム部材5の頂面及び底面にそれぞれ
メタル板6,7を焼付接着してなる継手本体4
と、該継手本体4におけるアンカーボルト用孔9
を設け、両裾部分8上にそれぞれ載置されると共
に継手本体4の頂面と略同じ高さで且つアンカー
ボルト締付ナツト収納用窪みを設けた金属製台具
10とにより構成され、且つ両台具10の垂直側
壁と切欠部14の垂直側壁の間に設けた空間に樹
脂モルタルを充填硬化させたものである。 As mentioned above, this invention has an expansion joint 1 that is installed along the joint 2 of a concrete structure such as a road or a bridge, and spans the horizontal surface of the notch 14 of the concrete member 3 on both sides, so that the expansion joint 1 has a substantially square cross section. A joint body 4 is formed by baking and bonding metal plates 6 and 7 to the top and bottom surfaces of the formed rubber member 5, respectively.
and the anchor bolt hole 9 in the joint body 4.
and a metal fixture 10 which is placed on both hem portions 8 and is approximately at the same height as the top surface of the joint body 4 and has a recess for storing an anchor bolt tightening nut, and A space provided between the vertical side walls of both fixtures 10 and the vertical side wall of the notch 14 is filled with resin mortar and hardened.
この考案によれば、継手本体4の頂面及び底面
にメタル板6,7が接着され且つ継手本体4と略
同じ高さの金属製台具10が金属製で、車輪や除
雪車の爪等はメタル板6の上面及び台具10の上
面にのみ接触するので、従来のゴムが露出した場
合に比べて車輪や除雪車の爪等による損耗が少な
く耐久性に富み、また継手本体4と座具10とが
セパレートになつているため、破損が部分的に行
われることになり、取替えてもその部分で済む等
経済的に優れている。更に工事現場にあつた任意
の高さの台具を選ぶことが出来る。即ち、左右の
アンカーボルト13,13間に構築誤差があつた
とき、第4図乃至第6図に示す如くゴム部材5が
変形し、メタル板7に対するメタル板6の高さが
異なつて来るが、その状態に適した高さの台具1
0を選定することが出来る。 According to this invention, the metal plates 6 and 7 are bonded to the top and bottom surfaces of the joint body 4, and the metal fixture 10, which is approximately the same height as the joint body 4, is made of metal, such as a wheel or a snowplow claw, etc. Since it contacts only the top surface of the metal plate 6 and the top surface of the fixture 10, there is less wear and tear caused by wheels, snowplow nails, etc. compared to the conventional case where rubber is exposed, and it is highly durable. Since the tool 10 is separate from the tool 10, it is economically advantageous because damage occurs only partially and only that part can be replaced. Furthermore, you can select fixtures of any height that suits the construction site. That is, when there is a construction error between the left and right anchor bolts 13, 13, the rubber member 5 deforms as shown in FIGS. 4 to 6, and the height of the metal plate 6 relative to the metal plate 7 becomes different. , a fixture 1 with a height appropriate for the situation
0 can be selected.
第7図はこの考案の第2図の実施例を示すもの
で、継手本体4a中央部の脚部20に傾斜角θを
設け、防振性及び耐久性の向上を図つたものであ
る。 FIG. 7 shows an embodiment of this invention shown in FIG. 2, in which the leg portion 20 at the center of the joint body 4a is provided with an inclination angle θ to improve vibration isolation and durability.
第1図乃至第3図は従来の目地用伸縮継手をそ
れぞれ示す垂直切断正面図である。第4図乃至第
6図はこの考案の第1の実施例を示すもので、第
4図は目地用伸縮継手を取付けた状態を示す垂直
切断正面図、第5図及び第6図はそれぞれ取付け
られた同上継手が変形した状態を示す垂直切断正
面図、第7図はこの考案の第2の実施例を示す目
地用伸縮継手の垂直切断正面図である。
1……伸縮継手、2……目地、3……コンクリ
ート部材、4,4a……継手本体、5……ゴム部
材、6,7……メタル板、8……裾部分、9……
アンカーボルト用孔、10……台具、11……窪
み、12……アンカーボルト用孔、13……アン
カーボルト、14……切欠部、15……基部、1
6……鉄筋、17……ナツト、18……樹脂モル
タル、19……角取り、20……脚部、21,2
2,23……目地用伸縮継手。
1 to 3 are vertically cut front views showing conventional joint expansion joints, respectively. Figures 4 to 6 show the first embodiment of this invention, with Figure 4 being a vertically cut front view showing the joint expansion joint installed, and Figures 5 and 6 showing the installation. FIG. 7 is a vertically cut front view of the expansion joint for joints showing a second embodiment of this invention. 1... Expansion joint, 2... Joint, 3... Concrete member, 4, 4a... Joint body, 5... Rubber member, 6, 7... Metal plate, 8... Hem portion, 9...
Anchor bolt hole, 10... Fixture, 11... Hole, 12... Anchor bolt hole, 13... Anchor bolt, 14... Notch, 15... Base, 1
6...Reinforcing bar, 17...Nut, 18...Resin mortar, 19...Corner cutting, 20...Legs, 21,2
2, 23... Expansion joint for joints.
Claims (1)
い、その両側のコンクリート部材の切欠部の水平
表面にまたがる如く取付けられる伸縮継手が、断
面が略〓形に形成されたゴム部材の頂面及び底面
にそれぞれメタル板を焼付装着してなる継手本体
と、該継手本体におけるアンカーボルト用孔を設
けたところの両裾部分上にそれぞれ載置されると
共に継手本体の頂面と略同じ高さで且つアンカー
ボルト締付ナツト収納用窪みを設けた金属製台具
とにより構成され、且つ両台具垂直側壁と切欠部
垂直側壁の空間に樹脂モルタルを充填硬化させた
ことを特徴とする目地用伸縮継手構造。 Expansion joints are installed along the joints of concrete structures such as roads and bridges, and span the horizontal surfaces of cutouts in concrete members on both sides. A joint body formed by baking a metal plate, and an anchor that is placed on both hems of the joint body where the hole for the anchor bolt is provided, and that is approximately at the same height as the top surface of the joint body. An expansion joint structure for joints, comprising a metal fixture provided with a recess for storing nuts and bolts, and characterized in that resin mortar is filled and hardened in the space between the vertical side walls of both fixtures and the vertical side wall of the notch. .
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12233882U JPS5927206U (en) | 1982-08-11 | 1982-08-11 | Expansion joint structure for joints |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12233882U JPS5927206U (en) | 1982-08-11 | 1982-08-11 | Expansion joint structure for joints |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5927206U JPS5927206U (en) | 1984-02-20 |
JPS6338252Y2 true JPS6338252Y2 (en) | 1988-10-07 |
Family
ID=30279671
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP12233882U Granted JPS5927206U (en) | 1982-08-11 | 1982-08-11 | Expansion joint structure for joints |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5927206U (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5961306U (en) * | 1982-10-15 | 1984-04-21 | 株式会社エ−ビ−シ−商会 | Joint for road bridge |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS559481A (en) * | 1978-07-07 | 1980-01-23 | Nec Corp | Method of forming fine pattern |
-
1982
- 1982-08-11 JP JP12233882U patent/JPS5927206U/en active Granted
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS559481A (en) * | 1978-07-07 | 1980-01-23 | Nec Corp | Method of forming fine pattern |
Also Published As
Publication number | Publication date |
---|---|
JPS5927206U (en) | 1984-02-20 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP2007138467A (en) | Load bearing type expansion device of elevated road and its construction method | |
US3880540A (en) | Modular expansion joint | |
JPS6338252Y2 (en) | ||
KR20080039201A (en) | Car stopper having parking block and bracket | |
JPH0732578Y2 (en) | Water stop structure between balustrade in bridge | |
JP3499843B2 (en) | Construction method of road bridge expansion joint | |
JPS6020642Y2 (en) | Road joint expansion device | |
JPH11200317A (en) | Drainage device for bridge | |
JP4082386B2 (en) | Joint structure for concrete plate | |
KR200370302Y1 (en) | a prefabricated closing plate for a nonskid with a slope way of construction site in subway | |
JPH0240081Y2 (en) | ||
JPH0213521Y2 (en) | ||
JPS6141764Y2 (en) | ||
CN218970522U (en) | Wave-shaped embedded terrace seam | |
JP2732779B2 (en) | Joints at road bridge joints | |
JP2630579B2 (en) | Connecting structure of lining plate | |
JPH036282B2 (en) | ||
JPH033603Y2 (en) | ||
JPS63804Y2 (en) | ||
JPH0743140Y2 (en) | Steel plate concrete wall balustrade | |
JPS597365Y2 (en) | Edge structure of concrete slab at road joint | |
JPS6014801Y2 (en) | Temporary protective floor panels | |
JPH033604Y2 (en) | ||
JPS63803Y2 (en) | ||
JPS5835686Y2 (en) | Road joint expansion device |