JPH036642Y2 - - Google Patents
Info
- Publication number
- JPH036642Y2 JPH036642Y2 JP14788185U JP14788185U JPH036642Y2 JP H036642 Y2 JPH036642 Y2 JP H036642Y2 JP 14788185 U JP14788185 U JP 14788185U JP 14788185 U JP14788185 U JP 14788185U JP H036642 Y2 JPH036642 Y2 JP H036642Y2
- Authority
- JP
- Japan
- Prior art keywords
- box
- floor slab
- shaped frames
- floor
- slab
- 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
- 239000007769 metal material Substances 0.000 claims description 6
- 239000000463 material Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 230000003014 reinforcing effect Effects 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 230000008439 repair process Effects 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
- Bridges Or Land Bridges (AREA)
Description
【考案の詳細な説明】
(考案の目的)
(産業上の利用分野)
本考案は河川、渓谷、高架道路等における橋梁
構造物の伸縮継手装置、特に対向する床版端部の
縁端を補強した伸縮継手装置に関する。[Detailed description of the invention] (Purpose of the invention) (Field of industrial application) This invention is an expansion joint device for bridge structures in rivers, valleys, elevated roads, etc., especially for reinforcing the edges of opposing deck slab ends. This invention relates to an expansion joint device.
(従来技術)
一般に伸縮継手装置は、対向する床版端部に切
り欠きに継手部材がアンカーなどを介して支持さ
れ、コンクリートなどが打設されて、対向する床
版間に位置するように施工される。(Prior art) In general, expansion joint devices are constructed in such a way that the joint members are supported via anchors or the like in notches at the ends of opposing floor slabs, and then concrete or the like is placed so that they are located between the opposing floor slabs. be done.
このとき、床版端部縁端に対して何らかの補強
がなされていないと車輛通過による荷重が縁端を
破損する。 At this time, unless some kind of reinforcement is provided to the edge of the floor slab end, the load caused by passing vehicles will damage the edge.
補強の方法としては、鋼板を床版端部端面に設
置し、梁の方向で荷重を支持する構造が周知とな
つている。 As a reinforcing method, a structure in which steel plates are installed on the end faces of the deck slabs to support the load in the direction of the beams is well known.
この方法によると相当の効果を認めることがで
きるが線上に応力が集中するため近年の車輛の走
行量の増加、車輛の大型化などによる荷重の増大
に対しては必ずしも追随できず、また、板体であ
ると全体として断面係数、抵抗も同じなので、一
個所の破損でも連続して広範囲に拡がり、そのた
め補修を広範囲に行なわなければならない不利益
をも有している。 This method can be quite effective, but because stress is concentrated on the line, it cannot necessarily keep up with the increase in load caused by the recent increase in the amount of travel of vehicles and the increase in the size of vehicles. Since the section modulus and resistance of a body are the same as a whole, damage in one place will continue to spread over a wide area, which has the disadvantage that repairs must be carried out over a wide area.
(考案が解決しようとする問題点)
本考案は上述した問題点を解決せんとするもの
で、具体的には床版端部縁端における支持力を増
加せしめ、かつ、部分的な破損に対しては部分的
な補修で解決することのできるようにしようとす
るものである。(Problems to be solved by the invention) This invention aims to solve the above-mentioned problems. Specifically, it increases the supporting force at the edge of the floor slab and prevents partial damage. The aim is to make it possible to solve problems with partial repairs.
(考案の構成) (問題点を解決するための手段) 上述の問題点はつぎのように解決される。(Structure of the idea) (Means for solving problems) The above problems are solved as follows.
すなわち、金属製材料からなる箱形枠の複数を
対向する床版端部のそれぞれに遊間方向に突出さ
せて位置せしめるとともに一方の床版端部に位置
する複数の箱形枠の端部と他方の床版端部に位置
する複数の箱形枠の端部とが遊間で交互に表われ
るように位置せしめ、それぞれの床版端部にあつ
て、隣り合う箱形枠は金属製材料からなる板体で
接続されてなることを必須要件とし、通常の方法
で、コンクリートなどを打設することにより伸縮
継手装置とすることにより解決される。 That is, a plurality of box-shaped frames made of a metal material are positioned at each of the opposing floor slab ends so as to protrude in the clearance direction, and the ends of the plurality of box-shaped frames located at one floor slab end and the other The ends of the plurality of box-shaped frames located at the ends of the floor slabs are positioned so that they appear alternately in the free space, and the adjacent box-shaped frames at the ends of each floor slab are made of metal material. It is an essential requirement that the joint be connected by plates, and this can be solved by forming an expansion joint device by pouring concrete or the like using the usual method.
(作用)
このようにして伸縮継手装置が形成されると、
床版端部にかかる走行車輛等の荷重は柱の構造で
受けることになり、支持力が増加し、仮に、部分
的な破損が起つても板体が箱形枠より弱いため離
れた箱形枠へ破損が波及しないで板体が破損する
ことにより終了する。(Function) When the expansion joint device is formed in this way,
The load of vehicles, etc. applied to the edge of the floor slab is borne by the column structure, increasing the supporting capacity, and even if partial damage occurs, the plate is weaker than the box-shaped frame, so the column structure can be moved further away. The process ends when the plate breaks without the damage spreading to the frame.
(実施例)
つぎに、本考案の実施例を図面に基いて説明す
る。(Example) Next, an example of the present invention will be described based on the drawings.
第1図は、この考案の装置を実施した対向する
道路橋床版端部の一部省略断面図、第2図は、要
部の平面図で、1は一方の床版端部、1′は他方
の床版端部、1a,1′aは床版施工の際におけ
る周知の切り欠き部、2は対向する床版端部1,
1′間に形成される遊間、3,3′は床版端部1,
1′の切り欠き部1a,1′aに取り付けられて伸
縮継手を形成する金属製材料からなる箱形枠であ
る。 Fig. 1 is a partially omitted sectional view of the ends of opposing road bridge deck slabs in which the device of this invention is implemented, and Fig. 2 is a plan view of the main parts, where 1 is one end of the deck slab, 1' is the other end of the floor slab, 1a and 1'a are the well-known notches when constructing the floor slab, 2 is the opposite end of the floor slab 1,
The gap formed between 1' and 3, 3' is the floor slab end 1,
This is a box-shaped frame made of a metal material that is attached to the notches 1a, 1'a of the 1' to form an expansion joint.
箱形枠3,3′はその詳細を第3図に示したよ
うに金属製材料である鋼板を折曲して箱形の枠状
に形成されて必要によりアンカー4が取り付けら
れ、複数の隣り合う箱形枠3,3′はそれぞれ鋼
板からなる板体5,5′により溶接により接続さ
れている。 The box-shaped frames 3, 3' are formed into a box-shaped frame by bending a steel plate, which is a metal material, as shown in FIG. The matching box-shaped frames 3, 3' are connected by welding by plates 5, 5' made of steel plates, respectively.
この実施例におけるアンカー4,4′は箱形枠
3,3′の前面板3a,3′aの背後から後面板3
b,3′bを経由するように取り付けられている。
また、側面板3c,3′c,3d,3′dの上辺は
遊間方向に対して反対方向端部が下方へ向う傾斜
部又は曲率を有し、遊間方向端部水平部となるよ
うに形成されている。 In this embodiment, the anchors 4, 4' are moved from behind the front plates 3a, 3'a of the box-shaped frames 3, 3' to the rear plate 3'.
b, 3'b.
Further, the upper sides of the side plates 3c, 3'c, 3d, and 3'd are formed so that the end opposite to the play direction has a downward slope or curvature, and the end in the play direction becomes a horizontal part. has been done.
このようにしてなる箱形枠3,3′はつぎのよ
うにして施工されて伸縮継手装置を構成する。 The box-shaped frames 3, 3' thus formed are constructed in the following manner to constitute an expansion joint device.
まず箱形枠3を一方の床版端部1の切り欠き部
1aに前面板3aが遊間2に位置するように位置
させ、箱形枠3′を他方の床版端部1′の切り欠き
部1′aに前面板3′aが遊間2に位置するように
位置させ、遊間2内にあつて複数の箱形枠3と
3′とが交互に表われるようにする。この床版端
部1,1′の切り欠き部1a,1′aへの取り付け
はアンカー6,7,8,9を用いて行なわれる。
しかるのち切り欠き部1a,1′aに裏込コンク
リートが打設されて裏込層10,10′が形成さ
れる。11,12は遊間2に嵌挿されたシールゴ
ム、目地材である。13,13′は床版幅員方向
に延長する補強鉄筋、14,14′は舗装層であ
る。 First, the box-shaped frame 3 is placed in the notch 1a of one floor slab end 1 so that the front plate 3a is located in the play space 2, and the box-shaped frame 3' is placed in the notch 1a of the other floor slab end 1'. A front plate 3'a is positioned in a part 1'a so as to be located in a play space 2, so that a plurality of box-shaped frames 3 and 3' are alternately displayed in the play space 2. The floor slab ends 1, 1' are attached to the cutouts 1a, 1'a using anchors 6, 7, 8, 9.
Thereafter, backfilling concrete is placed in the notches 1a, 1'a to form backfilling layers 10, 10'. 11 and 12 are sealing rubber and joint material inserted into the clearance 2. 13 and 13' are reinforcing reinforcing bars extending in the width direction of the deck slab, and 14 and 14' are pavement layers.
このようにして全体として伸縮継手装置が形成
される。 In this way, an expansion joint device is formed as a whole.
(考案の効果)
本考案は上述のようにして形成されてなるので
つぎの効果を有する。(Effects of the invention) Since the invention is formed as described above, it has the following effects.
床版端部の端面に箱形枠が位置するので、走行
車輛の荷重を柱の構造で受けるので、梁の方向で
荷重を支持するのに比し、支持荷重を増加するこ
とが出来る。 Since the box-shaped frame is located at the end face of the floor slab, the load of the traveling vehicle is received by the column structure, so the supported load can be increased compared to supporting the load in the direction of the beam.
隣り合う箱形枠を板体で接続しているため、仮
に荷重に負けて箱形枠の一つが破損しても板体は
断面係数が箱形枠に比べて小さく、抵抗が小さい
ので、一緒に破損し、隣り合う箱形枠への影響を
少くする。そのため、破損は部分的におさまるの
で、部分的に補修ですませることができる。 Adjacent box frames are connected by plates, so even if one of the box frames breaks due to load, the plate has a smaller section modulus than the box frame and has less resistance, so they can be connected together. damage to the adjacent box frames. As a result, the damage is only partially suppressed and can be partially repaired.
対向する床版端部において、箱形枠の一端がそ
れぞれ遊間に位置し、遊間内で交互に表われるの
で車輛の走行がスムースに行われる。 At the opposing ends of the floor slabs, one end of the box-shaped frame is located between each gap and appears alternately within the gap, allowing the vehicle to run smoothly.
箱形枠は枠体であるため、上下が閉止されてい
ないので裏込材が上下に貫通し、箱形枠と裏込材
との一体性が強くなる。 Since the box-shaped frame is a frame body, the top and bottom are not closed, so the backing material penetrates the top and bottom, and the integrity of the box-shaped frame and the backing material is strengthened.
図面は、本考案の実施例を示すもので、第1図
はこの考案の装置を実施した対向する道路橋床版
端部の一部省略断面図、第2図は要部の平面図、
第3図は箱形枠の詳細斜視図である。
図面において、1,1′は床版端部、1a,
1′aは切り欠き部、2は遊間、3,3′は箱形
枠、3a,3′aは前面板、3b,3′bは後面
板、3c,3′c、3d,3′dは側面板、4,
4′は箱形枠に取り付けられているアンカー、5
は板体、6,7,8,9はアンカー、10,1
0′は裏込層、11はシールゴム、12は目地材、
13,13′は補強鉄筋、14,14′は舗装層で
ある。
The drawings show an embodiment of the present invention; Fig. 1 is a partially omitted sectional view of the end of an opposing road bridge deck in which the device of this invention is implemented; Fig. 2 is a plan view of the main part;
FIG. 3 is a detailed perspective view of the box-shaped frame. In the drawing, 1 and 1' are the ends of the floor slab, 1a,
1'a is a notch, 2 is a gap, 3, 3' is a box-shaped frame, 3a, 3'a are front plates, 3b, 3'b are rear plates, 3c, 3'c, 3d, 3'd is the side plate, 4,
4' is the anchor attached to the box frame, 5
is a plate, 6, 7, 8, 9 are anchors, 10, 1
0' is the backing layer, 11 is the seal rubber, 12 is the joint material,
13 and 13' are reinforcing steel bars, and 14 and 14' are pavement layers.
Claims (1)
版端部のそれぞれに遊間方向に突出させて位置せ
しめるとともに一方の床版端部に位置する複数の
箱形枠の端部と他方の床版端部に位置する複数の
箱形枠の端部とが遊間で交互に表われるように位
置せしめ、それぞれの床版端部にあつて、隣り合
う箱形枠は金属製材料からなる板体で接続されて
なることを特徴とする伸縮継手装置。 A plurality of box-shaped frames made of a metal material are positioned at each of the opposite ends of the floor slab so as to protrude in the direction of the gap, and the ends of the plurality of box-shaped frames located at one end of the floor slab and the other floor are arranged. The ends of the plurality of box-shaped frames located at the end of the slab are positioned so that they appear alternately in the gap, and at the end of each floor slab, adjacent box-shaped frames are made of a plate made of metal material. An expansion joint device characterized by being connected by.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14788185U JPH036642Y2 (en) | 1985-09-27 | 1985-09-27 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14788185U JPH036642Y2 (en) | 1985-09-27 | 1985-09-27 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6255605U JPS6255605U (en) | 1987-04-07 |
| JPH036642Y2 true JPH036642Y2 (en) | 1991-02-20 |
Family
ID=31061651
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP14788185U Expired JPH036642Y2 (en) | 1985-09-27 | 1985-09-27 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH036642Y2 (en) |
-
1985
- 1985-09-27 JP JP14788185U patent/JPH036642Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6255605U (en) | 1987-04-07 |
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