JP2010150849A - Structure for mounting gutter in joint portion of road bridge - Google Patents

Structure for mounting gutter in joint portion of road bridge Download PDF

Info

Publication number
JP2010150849A
JP2010150849A JP2008331926A JP2008331926A JP2010150849A JP 2010150849 A JP2010150849 A JP 2010150849A JP 2008331926 A JP2008331926 A JP 2008331926A JP 2008331926 A JP2008331926 A JP 2008331926A JP 2010150849 A JP2010150849 A JP 2010150849A
Authority
JP
Japan
Prior art keywords
side plates
gutter
piece
protruding
locked
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.)
Pending
Application number
JP2008331926A
Other languages
Japanese (ja)
Inventor
Michiro Tsuji
倫郎 辻
Yoshihiro Ogata
義弘 緒方
Hiroshi Kawai
洋 河合
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
BONDO ENGINEERING KK
Original Assignee
BONDO ENGINEERING KK
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by BONDO ENGINEERING KK filed Critical BONDO ENGINEERING KK
Priority to JP2008331926A priority Critical patent/JP2010150849A/en
Publication of JP2010150849A publication Critical patent/JP2010150849A/en
Pending legal-status Critical Current

Links

Images

Abstract

<P>PROBLEM TO BE SOLVED: To provide a structure for mounting a gutter, in which a drainage gutter made of a component material with rubber elasticity is provided between side plates facing each other in a girder joint gap of an expansion device for a road bridge, for enabling to mount the drainage gutter on the opposed portions of the side plates after the side plates are fixed. <P>SOLUTION: The gutter comprises protruding pieces which protrude to the outside of right and left side edges, respectively, and a knob piece which protrudes along the longitudinal direction to the outside of the gutter between the protruding pieces. A distance between the right and left protruding pieces is set as wide as or wider than the distance between the side plates. Also, retainer portions for locking the protruding pieces are provided respectively on the opposed sides of the side plates, and the protruding piece is locked to the retainer portion by pulling down the gutter with the knob piece after pushing the gutter between the side plates from below. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は、道路橋用の伸縮装置の桁遊間で対面する側板間にゴム弾性を有する構成材料からなる排水樋を跨設する樋の取付け構造に関するものである。 TECHNICAL FIELD The present invention relates to a mounting structure for a ridge that spans a drainage basin made of a constituent material having rubber elasticity between side plates facing each other between girders of a telescopic device for a road bridge.

一般に、この種の排水樋は、桁遊間に配置される伸縮装置の櫛歯と一体に形成された側板に取付けられるものであり、特許文献1では、遊間内で対面する側板の下端部外側(道路桁側)に樋の両側端部をボルト止めし、その状態で側板を目地凹部内で位置決めして固定した後、そのまま凹部内に埋設する取付け構造を開示している。 In general, this type of drainage basin is attached to a side plate formed integrally with comb teeth of an expansion / contraction device arranged between girders. In Patent Document 1, the lower end portion outside the side plate facing in the play ( A mounting structure is disclosed in which both side ends of the eaves are bolted to the road girder side, and the side plate is positioned and fixed in the joint recess in that state, and then embedded in the recess as it is.

しかしながら、この取付け構造では、伸縮装置を目地凹部内に設置する際に、互いに独立している双方の側板の下部に跨がって柔軟な排水樋を現場で取付けなければならず、取付け作業を迅速に行なえない不都合がある。
また、道路は、平坦な路面であっても雨水を側溝へ円滑に流下させるために、側溝側に向って1°程度の緩やかな下がり勾配をもたせてあり、伸縮装置はこの勾配に合わせて取付けられることになる。しかしながら、排水路の関係で道路の桁遊間の排水を路面の側縁側に流下させられない場所では、勾配を逆向きにしなければならないから、この排水樋の取付け構造を採用することができない不都合もある。
特許第30216558号公報
However, in this mounting structure, when installing the telescopic device in the joint recess, a flexible drainage basin must be installed on the site across the lower parts of both side plates that are independent of each other. There is an inconvenience that cannot be done quickly.
In addition, the road has a gentle downward slope of about 1 ° toward the side groove so that rainwater can flow smoothly into the side groove even on a flat road surface. Will be. However, in the place where drainage between the girders of the road cannot flow down to the side edge side of the road due to the drainage channel, the slope must be reversed, so there is also the inconvenience that this drainage basin mounting structure cannot be adopted is there.
Japanese Patent No. 30216558

本発明は、道路橋用の伸縮装置の桁遊間で対面する側板間にゴム弾性を有する構成材料からなる排水樋を跨設する樋の取付け構造において、側板を固定させた後でその対面部に排水樋を取付けられるようにすることを課題としたものである。 The present invention provides a structure for attaching a drainage basin made of a material having rubber elasticity between side plates facing each other between the girders of a telescopic device for a road bridge. It is an object to be able to attach a drainage basin.

この技術的課題を解決するための技術的手段は、(イ)樋が左右の側縁の外側に突出させた突出片とその間で外側に長手方向に突出させた摘み片を備え、(ロ)両突出片間の幅を側板間の間隔以上の大きさに形成し、(ハ)側板の対面側に突出片を係止させるための受け部を設け、(ニ)樋を側板の間に下方から押し入れた後摘み片を利用して樋を引き下げて突出片を受け部に係止させられるようにしたこと、である。 The technical means for solving this technical problem comprises (a) a protruding piece that the ridge protrudes outside the left and right side edges, and a knob piece that protrudes in the longitudinal direction between them. The width between the projecting pieces is formed to be larger than the distance between the side plates, and (c) a receiving portion for locking the projecting pieces is provided on the opposite side of the side plate, and After pushing in, the pick piece is used to lower the heel so that the protruding piece can be locked to the receiving portion.

ゴム弾性を有する構成材料で形成された樋は、そのゴム弾性を利用して左右の側縁を内側へ撓ませることができる。このように撓ませることによって、両側縁に外側へ開こうとする復元弾性力が働くことになる。
樋の突出片間の幅は側板間の間隔以上の大きさに形成されているから、樋の左右の側縁を内側へ撓ませて桁遊間の下部に臨ませ、そのまま樋を押し上げて行くと、樋はその復元弾性力によって左右の側縁の外側に突出させた突出片が側板を押圧し、その状態で上昇することになる。側板の対面側には突出片を固定するための受け部が設けられているから、この受け部を通過した段階で突出片は再び外側へ移動し、受け部上に臨むことになる。
A heel formed of a constituent material having rubber elasticity can bend the left and right side edges inward using the rubber elasticity. By bending in this way, a restoring elastic force is exerted on both side edges to open outward.
Since the width between the protruding pieces of the heel is formed to be larger than the distance between the side plates, the left and right side edges of the heel are bent inward so that they face the lower part of the girder, and the heel is pushed up as it is The ridges are lifted in this state by the protruding pieces projecting to the outside of the left and right side edges by the restoring elastic force pressing the side plates. Since a receiving portion for fixing the protruding piece is provided on the opposite side of the side plate, the protruding piece moves outward again after passing through the receiving portion and faces the receiving portion.

樋の外側には左右の突出片間において長手方向に沿って摘み片が突出されているから、これを把持して樋を引き下げると、突出片は確実に受け部に向って加工してこれに受け止められ、樋は側板を横方向から押圧しながら受け部に係止することになる。
したがって、排水樋は、桁遊間に伸縮装置の側板が固定された後であっても、その対面部に取付けることができる。
On the outside of the heel, there is a knob piece protruding along the longitudinal direction between the left and right protruding pieces.If you hold this and pull down the heel, the protruding piece will be processed toward the receiving part without fail. The hook is received and the hook is locked to the receiving portion while pressing the side plate from the lateral direction.
Therefore, the drainage can be attached to the facing portion even after the side plate of the telescopic device is fixed between the girders.

樋を形成するゴム弾性を有する構成材料としては、天然ゴム、クロロプレン系合成ゴム、スチレン・ブタジェン系合成ゴムなどを好適に使用することができる。
樋は、最初から排水を受けるために断面U字形やV字形などに形成しておく他、シート状ないし帯状に形成して施工時に上記の形状に屈曲させられるものであってもよい。
Natural rubber, chloroprene-based synthetic rubber, styrene / butadiene-based synthetic rubber, and the like can be suitably used as the constituent material having rubber elasticity that forms the ridge.
In addition to being formed into a U-shaped cross-section or V-shape in order to receive drainage from the beginning, the ridge may be formed into a sheet shape or a belt shape and bent into the above-mentioned shape at the time of construction.

突出片や摘み片は、樋を成形する際に同時に成形することができ、これらの形態は、後述する固定構造に対応して設計することになる。
摘み片については、樋の幅の長さ、屈曲形状、可撓性などを勘案して、中心部の外側に一条だけ設けるのか、中心部の左右或いは突出片の基端部の近傍に一条ずつ設けるのか、さらには摘み片の先端部に膨出部を設けるのか、などについても適宜選択することになる。
The protruding piece and the picking piece can be formed at the same time as the ridge is formed, and these forms are designed corresponding to the fixing structure described later.
For the knob, considering the length of the heel, the bent shape, flexibility, etc., only one strip is provided outside the central portion, or one strip at the left and right of the central portion or near the base end of the protruding piece. Whether to provide the bulging portion at the tip end of the knob or the like is also appropriately selected.

側板に設ける受け部は、樋の傾斜角を勘案して、側板の表面に全長にわたって溝を刻設し、或いは、側板の表面に所定の間隔で受け部を突設するなどして設けられる。後者の突設型の受け部を用いる場合には、突出片の上部又は受け部の下部を傾斜面で構成し、上昇する樋が円滑にこれを越えられるようにしておくことが望ましい。 The receiving portion provided on the side plate is provided by engraving a groove over the entire length of the surface of the side plate in consideration of the inclination angle of the flange or by protruding the receiving portions at a predetermined interval on the surface of the side plate. In the case of using the latter protruding type receiving part, it is desirable that the upper part of the projecting piece or the lower part of the receiving part is formed by an inclined surface so that the rising wrinkles can be smoothly exceeded.

突出片と受け部とを接着剤を用いて係止させると、両者を固着一体化することができる。両者の接触面の形態は、接着機能を十分発揮させられるように設計しておくことが望ましい。
また、突出片の先端を下向きに屈曲させると共に受け部の上面に凹部を形成し、この凹部に突出片の屈曲先端部を嵌入させるいわゆる凹凸嵌合構造を採用しても、両者を一体的に固定することができる。
この凹凸嵌合面に接着剤を介在させれば、両者の固定効果を一層強力なものとすることができる。
道路橋の遊間に流下する雨水は側溝へ流下する雨水に比べて大幅に少ないから、樋上に大きな水の重さが加わることはない。したがって、樋の固定部にかかる荷重は、そのほとんどが樋自体の重さとなるから、樋が受け部によって支持される限り、突出片と受け部との係止構造は問わない。
When the protruding piece and the receiving portion are locked using an adhesive, both can be fixed and integrated. It is desirable that the form of the contact surfaces of both be designed so that the adhesive function can be sufficiently exerted.
Further, even if a so-called concave / convex fitting structure in which the tip of the protruding piece is bent downward and a concave portion is formed on the upper surface of the receiving portion and the bent tip portion of the protruding piece is inserted into the concave portion is adopted, both of them are integrated. Can be fixed.
If an adhesive is interposed on the concave / convex fitting surface, the fixing effect between the two can be further enhanced.
The amount of rainwater flowing between the bridges of the road bridge is much less than that flowing into the ditch, so there is no heavy weight on the ridge. Therefore, since most of the load applied to the fixing portion of the heel is the weight of the heel itself, as long as the heel is supported by the receiving portion, the locking structure between the protruding piece and the receiving portion is not limited.

側板の対面部に排水樋を取付けられる結果、側板が固定された後に目地遊間を利用してその下側から排水樋を取付けられる利点がある。
また、側溝側へ下り勾配となっている路面に対して、遊間に流下する雨水を中央分離帯側へ導水しなければならない場合であっても、樋が側溝側への下り勾配に抗する逆勾配を持てるように受け部を配置しておくことによって逆勾配の導水を容易に行なえるから、目地凹部の寸法設計を変更しなくても対応させられる利点もある。
As a result of attaching the drainage basin to the facing part of the side plate, there is an advantage that the drainage basin can be attached from the lower side of the side plate using the joint between the side plates after being fixed.
Also, even when rainwater that flows down to the side of the ditch side has to be directed to the median strip side, the dredging resists the descent toward the ditch side. By arranging the receiving portion so as to have a gradient, water can be introduced with a reverse gradient, so that there is an advantage that it can be handled without changing the dimensional design of the joint recess.

図1は、道路橋の桁遊間1の断面図、図2はその要部拡大図である。
遊間1で対面する床版2、2とその上の舗装層3、3とで形成される目地凹部5、5に伸縮装置10を取付ける状態を示している。
伸縮装置10を構成する櫛歯11、11を支持する側板12、12は、左右の床版2、2に下部を埋設させたコンクリートアンカー13、13、アンカーバー14、14、補強鉄筋15、15などからなる支持部材によって、床版2、2の端面に対面状に固定されている。
櫛歯11の下方には、バックアップ材17を位置せしめ、櫛歯11とバックアップ材17との間にシーリング材16を充填している。
FIG. 1 is a sectional view of a girder gap 1 of a road bridge, and FIG. 2 is an enlarged view of a main part thereof.
The state which attaches the expansion-contraction apparatus 10 to the joint recessed part 5 and 5 formed of the floor slabs 2 and 2 which face in the gap 1 and the pavement layers 3 and 3 on it is shown.
The side plates 12 and 12 that support the comb teeth 11 and 11 constituting the expansion and contraction device 10 are concrete anchors 13 and 13, anchor bars 14 and 14 in which the lower portions are embedded in the left and right floor slabs 2 and 2, reinforcement bars 15 and 15, respectively. Are fixed to the end surfaces of the floor slabs 2 and 2 in a face-to-face manner.
A backup material 17 is positioned below the comb teeth 11, and a sealing material 16 is filled between the comb teeth 11 and the backup material 17.

遊間1に臨ませて側板12、12間に跨設する樋20は、本実施形態ではクロロプレン系合成ゴムで形成してあって、その左右の側縁21、21に全長にわたって突出させた突出片22、22間の幅は、図3に示したように、側板12、12の間隔よりも大きい幅に形成し、使用時に両端縁を内側へ撓ませるようにしている。
樋20は、バックアップ材17の下に取付けるようにしてあり、側板12、12の外側に受け部としての金属製の突起24、24を突設させている。突起24、24は、側板12、12の下端縁と平行に略50cm間隔で溶接によって固着させてあり、その表面には接着剤25、25を塗布した状態となっている。
In this embodiment, the flange 20 extending between the side plates 12 and 12 facing the gap 1 is formed of a chloroprene-based synthetic rubber, and the left and right side edges 21 and 21 project over the entire length. As shown in FIG. 3, the width between 22 and 22 is formed to be larger than the interval between the side plates 12 and 12, and both end edges are bent inward during use.
The flange 20 is attached under the back-up material 17, and metal protrusions 24, 24 as receiving portions are provided outside the side plates 12, 12. The protrusions 24 and 24 are fixed by welding at intervals of about 50 cm in parallel with the lower edges of the side plates 12 and 12, and adhesives 25 and 25 are applied to the surfaces thereof.

樋20は、両側縁21、21を内側に撓ませ、側板12、12の下方から遊間1に臨ませ、その状態で上に向って押し込まれるが、樋の両側縁の上面23、23が図示したような傾斜面に形成してあって、突出片22は、この傾斜面を利用して突起24、24を乗り越えてその上に臨むことになる。
次いで、樋の外側に突出させている摘み片26を把持して樋20を下に引っ張ると、突出片22は、その下面は接着剤25を塗布した突起24上に重合され、両者は接着されることになる。
なお、符号27は、樋20と側板12との間をシールするためのシーリング材である。
The heel 20 bends the side edges 21 and 21 inward, faces the play 1 from below the side plates 12 and 12, and is pushed upward in this state, but the upper surfaces 23 and 23 of the side edges of the heel are illustrated. The projecting piece 22 uses the slanted surface to get over the protrusions 24 and 24 and face it.
Next, when the picking piece 26 protruding outside the heel is gripped and the heel 20 is pulled downward, the lower surface of the protruding piece 22 is polymerized on the protrusion 24 coated with the adhesive 25, and both are bonded. It will be.
Reference numeral 27 denotes a sealing material for sealing between the flange 20 and the side plate 12.

道路橋の桁遊間の断面図Cross section between girder of road bridge 桁遊間の要部拡大図Enlarged view of the main section between girders 樋の正面図Front view of a kite

符号の説明Explanation of symbols

1桁遊間、 2床版、 3道路の舗装層、 5目地凹部、 10伸縮装置、 11櫛歯、12側板、 13コンクリートアンカー、 14アンカーバー、 15補強鉄筋、 16櫛歯下部のシーリング材、 17バックアップ材、 20排水樋、 21樋両端部、22樋の突出片、 23突出片の上部傾斜面、 24受け部としての突起、 25接着剤、 26摘み片、 27樋のシーリング材 1 girder play, 2 floor slabs, 3 road paving layers, 5 joint recesses, 10 expansion and contraction devices, 11 comb teeth, 12 side plates, 13 concrete anchors, 14 anchor bars, 15 reinforcing bars, 16 sealing material under the comb teeth, 17 Back-up material, 20 drainage basin, 21 樋 both ends, 22 突出 projecting piece, 23 projecting piece upper inclined surface, 24 projection as projection, 25 adhesive, 26 knob, 27 シ ー sealing material

Claims (3)

道路橋用の伸縮装置の桁遊間で対面する側板間にゴム弾性を有する構成材料からなる排水樋を跨設する樋の取付け構造において、樋が左右の側縁の外側に突出させた突出片とその間で外側に長手方向に突出させた摘み片を備え、両突出片間の幅を側板間の間隔以上の大きさに形成し、側板の対面側に突出片を係止させるための受け部を設け、樋を側板の間に下方から押し入れた後摘み片を利用して樋を引き下げて突出片を受け部に係止させられるようにした樋の取付け構造。 In a mounting structure of a ridge that spans a drainage basin made of a rubber-constituting material between side plates facing between the girders of a telescopic device for a road bridge, the ridge projects out of the left and right side edges; In the meantime, it is provided with a picking piece projecting in the longitudinal direction on the outer side, the width between both projecting pieces is formed to be larger than the interval between the side plates, and a receiving part for locking the projecting piece on the opposite side of the side plate A mounting structure for the scissors, which is provided and the scissors are pushed into the side plate from below and then the scissors are used to pull down the scissors so that the protruding pieces can be locked to the receiving portions. 突出片と受け部とを接着剤を用いて係止させる請求項1に記載の樋の取付け構造。 The hook mounting structure according to claim 1, wherein the protruding piece and the receiving portion are locked with an adhesive. 突出片と受け部とを凹凸嵌合によって係止させる請求項1又は2に記載の樋の取付け構造。 The scissor attachment structure according to claim 1 or 2, wherein the protruding piece and the receiving portion are locked by uneven fitting.
JP2008331926A 2008-12-26 2008-12-26 Structure for mounting gutter in joint portion of road bridge Pending JP2010150849A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2008331926A JP2010150849A (en) 2008-12-26 2008-12-26 Structure for mounting gutter in joint portion of road bridge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2008331926A JP2010150849A (en) 2008-12-26 2008-12-26 Structure for mounting gutter in joint portion of road bridge

Publications (1)

Publication Number Publication Date
JP2010150849A true JP2010150849A (en) 2010-07-08

Family

ID=42570224

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2008331926A Pending JP2010150849A (en) 2008-12-26 2008-12-26 Structure for mounting gutter in joint portion of road bridge

Country Status (1)

Country Link
JP (1) JP2010150849A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013053434A (en) * 2011-09-02 2013-03-21 Arai Motonosuke Water cut-off structure and method of road bridge joint part
KR101310369B1 (en) 2013-04-25 2013-09-23 이용오 Expansion joint device and execution method thereof
CN104032674A (en) * 2014-05-20 2014-09-10 中铁第四勘察设计院集团有限公司 Railroad bridge seam waterproof structure
JP2016056544A (en) * 2014-09-08 2016-04-21 国立研究開発法人土木研究所 Gutter attached with cover and method to install the gutter using the same
CN106522084A (en) * 2016-11-15 2017-03-22 陕西鸿博百川工程材料有限公司 Highway bridge shallow-embedded type flexible comb plate expansion and contraction device and installation method
JP2019199731A (en) * 2018-05-16 2019-11-21 横浜ゴム株式会社 Cutoff device for road bridge elongation/contraction device
JP7192246B2 (en) 2018-05-16 2022-12-20 横浜ゴム株式会社 Water stoppage device for road bridge expansion and contraction device

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013053434A (en) * 2011-09-02 2013-03-21 Arai Motonosuke Water cut-off structure and method of road bridge joint part
KR101310369B1 (en) 2013-04-25 2013-09-23 이용오 Expansion joint device and execution method thereof
CN104032674A (en) * 2014-05-20 2014-09-10 中铁第四勘察设计院集团有限公司 Railroad bridge seam waterproof structure
CN104032674B (en) * 2014-05-20 2017-01-11 中铁第四勘察设计院集团有限公司 Railroad bridge seam waterproof structure
JP2016056544A (en) * 2014-09-08 2016-04-21 国立研究開発法人土木研究所 Gutter attached with cover and method to install the gutter using the same
CN106522084A (en) * 2016-11-15 2017-03-22 陕西鸿博百川工程材料有限公司 Highway bridge shallow-embedded type flexible comb plate expansion and contraction device and installation method
JP2019199731A (en) * 2018-05-16 2019-11-21 横浜ゴム株式会社 Cutoff device for road bridge elongation/contraction device
JP7192246B2 (en) 2018-05-16 2022-12-20 横浜ゴム株式会社 Water stoppage device for road bridge expansion and contraction device
JP7192245B2 (en) 2018-05-16 2022-12-20 横浜ゴム株式会社 Water stoppage device for road bridge expansion and contraction device

Similar Documents

Publication Publication Date Title
JP2010150849A (en) Structure for mounting gutter in joint portion of road bridge
EP1437447B1 (en) Method and apparatus for aligning channel sections with an adjustable alignment key
KR101635868B1 (en) Hanger type bridge drainpipe structure and construction method
KR200418580Y1 (en) Exchangeable flexible joint for preventing water leakage
KR101436298B1 (en) Expansion joint for connecting slabs of a bridge structure, and construction method for using the same
KR20200045061A (en) Corrugated Deck Having Integrated Shear Connector
KR101642350B1 (en) Bridge with corner member
JP2008031631A (en) Expansion device
JP6136242B2 (en) Telescopic device for road bridge
KR200417259Y1 (en) Expansion joint for a bridge structure
JP3671165B2 (en) Underground telescopic device for elevated road and its construction method
KR20100128549A (en) Flexible connecting device for bridge
KR100938114B1 (en) A bridge structure water spout combined expansion joint apparatus
JP2753818B2 (en) Joint water stop joint of concrete structure
JP5833616B2 (en) Construction method of joint structure of concrete precast slab for bridge
KR100544318B1 (en) Corrugated Board Type Deck Plate
JP2019199731A (en) Cutoff device for road bridge elongation/contraction device
KR100758711B1 (en) Concrete filled deck plates
JP6836031B2 (en) Water-stop structure provided between the bridge girders
JP2014181463A (en) Draining member and method of constructing draining structure
JP6469622B2 (en) Side type simple drainage device and its construction method
KR101339959B1 (en) Girder for half through bridge and bridge construction method using the same
JP5319632B2 (en) Fixed structure of waterstop
KR100405654B1 (en) The expansion joint having elastic member
JP5728255B2 (en) Structure of the joint of the road bridge