JP2019190008A - Filling material of bridge expansion device - Google Patents

Filling material of bridge expansion device Download PDF

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JP2019190008A
JP2019190008A JP2018079994A JP2018079994A JP2019190008A JP 2019190008 A JP2019190008 A JP 2019190008A JP 2018079994 A JP2018079994 A JP 2018079994A JP 2018079994 A JP2018079994 A JP 2018079994A JP 2019190008 A JP2019190008 A JP 2019190008A
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bridge
expansion
contraction device
contraction
comb
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JP7017206B2 (en
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嘉秀 ▲高▼田
嘉秀 ▲高▼田
Yoshihide Takada
宏敬 奥村
Hironori Okumura
宏敬 奥村
剛男 津田
Takeo Tsuda
剛男 津田
卓巳 久保田
Takumi Kubota
卓巳 久保田
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KYORYO MAINTENANCE KK
Seibu Polymer Corp
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KYORYO MAINTENANCE KK
Seibu Polymer Corp
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Abstract

To provide a filling material of a bridge expansion device which is excellent in followability and workability with respect to expansion and contraction without generating high reaction force or projecting toward the surface by contraction of a gap.SOLUTION: A filling material 10 of a bridge expansion device is arranged in a gap formed around a comb-teeth part varying with expansion and contraction in a bridge axial direction by engaging a pair of comb-teeth parts, the filling material 10 comprising a body 20 arranged between a convex of the comb-teeth part and a concave of the comb-teeth part opposed thereto and an end coupling part 30 coupling adjacent bodies 20 at the convex and concave, the body 20 is made into a hollow cross-sectional shape and formed into the gap in an arrangeable manner, and a bottom plate part 40 that blocks an intermediate part except both end parts in the bridge axial direction is arranged between the adjacent bodies 20.SELECTED DRAWING: Figure 1

Description

本発明は、橋梁用伸縮装置の間詰め材に関する。   The present invention relates to a filling material for a bridge expansion and contraction device.

道路橋の床版のつなぎ目間には、車両などの荷重による撓みや温度変化などによる伸縮に対応するため橋梁用伸縮装置が用いられている。
橋梁用伸縮装置では、例えば一対の略三角形状の櫛歯部同士を噛み合わせて隙間を変化させることで橋軸方向への伸縮を許容し、車両などの走行性を確保している(特許文献1参照)。
一方、近年、自転車が車道の橋梁用伸縮装置上を走行する場面が増え、橋梁用伸縮装置の隙間を安全に走行できるようにする必要がある。
An expansion device for a bridge is used between the joints of the floor slabs of a road bridge in order to cope with expansion and contraction caused by a load of a vehicle or the like or a temperature change.
In a bridge expansion and contraction device, for example, a pair of substantially triangular comb teeth portions are meshed with each other to change the gap, thereby allowing expansion and contraction in the direction of the bridge axis and ensuring traveling performance of a vehicle or the like (Patent Document) 1).
On the other hand, in recent years, the number of scenes where a bicycle travels on a telescopic device for a bridge on a roadway has increased, and it is necessary to be able to travel safely through a gap between the telescopic device for a bridge.

橋梁用伸縮装置の隙間を埋める間詰め材として、最大伸長時の隙間に樹脂を充填する工法がある。
また、スポンジなどの低反力の間詰め材を用いる方法もある。
さらに、特許文献2には、弾性体で長手方向に伸縮する蛇腹状の補填部材を形成し、橋梁用伸縮装置の櫛歯部の先端と底部との間に配置し、両端部をボルトで取り付けるようにしたものがある。
As a filling material that fills the gaps in the expansion and contraction device for bridges, there is a construction method that fills the gaps at the time of maximum extension with resin.
There is also a method using a filling material with low reaction force such as sponge.
Furthermore, in Patent Document 2, an accordion-shaped supplementary member that expands and contracts in the longitudinal direction is formed of an elastic body, and is arranged between the tip and bottom of the comb tooth portion of the bridge expansion and contraction device, and both ends are attached with bolts. There is something like that.

特開2004−143845号公報JP 2004-143845 A 実公平3−32565号公報Japanese Utility Model Publication 3-32565

橋梁用伸縮装置の間詰め材として樹脂を充填する工法では、隙間が収縮すると、樹脂を介して橋梁用伸縮装置に大きな反力が加わり、橋梁用伸縮装置自体を破損したり、樹脂が表面から飛び出し、自転車などの走行に支障を来すなどの問題がある。
また、スポンジなどの低反力の間詰め材を用いると、大きな反力は発生しないものの、強度が低く、伸縮変化への追従性が悪いという問題がある。
さらに、特許文献2の補填部材では、橋梁用伸縮装置への設置のためには、櫛歯部の先端と谷部にボルトによる固定が必要なため、施工に時間がかかるという問題がある。
In the method of filling resin as a filling material for bridge expansion and contraction devices, when the gap shrinks, a large reaction force is applied to the bridge expansion and contraction device via the resin, and the bridge expansion and contraction device itself is damaged or the resin is removed from the surface. There are problems such as jumping out and hindering running of bicycles.
In addition, when a filling material with a low reaction force such as sponge is used, there is a problem that although a large reaction force is not generated, the strength is low and followability to expansion and contraction is poor.
Further, the supplementary member of Patent Document 2 has a problem that it takes time to perform construction because it is necessary to fix the tip and trough of the comb tooth portion with bolts for installation in the expansion device for the bridge.

本発明は、上記従来技術の問題点に鑑みてなされたもので、隙間の収縮によって大きな反力が生じたり、表面に飛び出すことがなく、伸縮に対する追従性、施工性に優れる橋梁用伸縮装置の間詰め材を提供することを目的とする。   The present invention has been made in view of the above-mentioned problems of the prior art, and does not cause a large reaction force due to the contraction of the gap or jumps to the surface, and is a bridge expansion and contraction device that is excellent in stretchability and workability. The purpose is to provide a filling material.

上記目的を達成するため、本発明に係る橋梁用伸縮装置の間詰め材は、
一対の櫛歯部同士を噛み合わせ橋軸方向への伸縮を許容する橋梁用伸縮装置の前記伸縮にともない変化する前記櫛歯部の周囲に形成される隙間に配設され弾性部材で形成される橋梁用伸縮装置の間詰め材であって、
前記櫛歯部の山部とこれと対向する前記櫛歯部の谷部との間に配設される本体部と、
隣接する前記本体部同士を前記山部および前記谷部で連結する端部連結部と、を備え、
前記本体部は、中空状の横断面形状とされて前記隙間に配設可能に形成され、
隣接する前記本体部の間は、前記橋軸方向の両端部を除く中間部を塞ぐ底板部が配設されている、
ことを特徴とする。
In order to achieve the above object, the interlining material for a bridge expansion and contraction device according to the present invention is:
A pair of comb teeth are engaged with each other and formed by an elastic member disposed in a gap formed around the comb teeth that change with the expansion and contraction of the bridge expansion and contraction device that allows expansion and contraction in the bridge axis direction. It is a filling material for bridge expansion and contraction device,
A body portion disposed between the crest portion of the comb tooth portion and the trough portion of the comb tooth portion opposed thereto;
An end connecting portion that connects the adjacent main body portions with the peak and the valley, and
The body portion is formed in a hollow cross-sectional shape so as to be disposed in the gap,
Between the adjacent main body portions, a bottom plate portion that closes an intermediate portion excluding both ends in the bridge axis direction is disposed.
It is characterized by that.

前記本体部の間を塞ぐ前記底板部は、前記櫛歯部同士の接近により前記櫛歯部の前記谷部と干渉しない前記中間部に設けられていることが好ましい。   It is preferable that the bottom plate portion that closes between the main body portions is provided in the intermediate portion that does not interfere with the valley portion of the comb tooth portion due to the approach between the comb tooth portions.

前記本体部および前記端部連結部は、前記櫛歯部同士の接近による圧縮によっても前記櫛歯部の表面から突き出さない高さに形成されていることが好ましい。   It is preferable that the main body part and the end part connection part are formed at a height that does not protrude from the surface of the comb tooth part even by compression due to the approach between the comb tooth parts.

前記端部連結部には、前記櫛歯部同士の接近による圧縮変形代を調整する変形調整部が形成されていることが好ましく、前記変形調整部は、前記端部連結部に形成する切り込みおよび/または調整穴で構成されることが好ましい。   It is preferable that a deformation adjusting unit that adjusts a compression deformation allowance due to the approach between the comb teeth portions is formed in the end connecting portion, and the deformation adjusting portion includes a notch formed in the end connecting portion and It is preferable that the adjustment hole is configured.

前記間詰め材は、櫛歯部の各歯部の平面形状が、略三角形状、略台形状、略楕円弧形状のいずれかで構成されることが好ましい。   In the interlining material, it is preferable that the planar shape of each tooth portion of the comb tooth portion is formed in any one of a substantially triangular shape, a substantially trapezoidal shape, and a substantially elliptical arc shape.

前記間詰め材は、底板部の下面に滑り材を一体または別体で備えていることが好ましく、底板部の下面が凹凸形状に形成されるようにしても良い。   The interlining material preferably includes a sliding material integrally or separately on the bottom surface of the bottom plate portion, and the bottom surface of the bottom plate portion may be formed in an uneven shape.

本発明によれば、隙間の収縮によって大きな反力が生じたり、表面に飛び出すことがなく、伸縮に対する追従性、施工性に優れたものにすることができる。   According to the present invention, a large reaction force does not occur due to the contraction of the gap, and it does not jump out to the surface, so that it can be excellent in followability to stretching and workability.

本発明の橋梁用伸縮装置の間詰め材の一実施の形態にかかり、(a)は外観斜視図、(b)は裏面の外観斜視図である。BRIEF DESCRIPTION OF THE DRAWINGS It is applied to one embodiment of the filling material of the expansion-contraction apparatus for bridges of this invention, (a) is an external appearance perspective view, (b) is an external appearance perspective view of a back surface. 本発明の一実施の形態にかかる部分拡大斜視図である。It is a partial expansion perspective view concerning one embodiment of the present invention. 本発明の一実施の形態にかかり、(a)は平面図、(b)は正面図である。1A is a plan view and FIG. 4B is a front view according to an embodiment of the present invention. 本発明の一実施の形態にかかり、(a)は図3(a)中のA−A断面図、(b)は図4(a)中のB−B断面図、(c)は図4(a)中のC−C断面図である。3A is a cross-sectional view taken along the line AA in FIG. 3A, FIG. 4B is a cross-sectional view taken along the line BB in FIG. 4A, and FIG. It is CC sectional drawing in (a). 本発明の一実施の形態にかかり、(a)は橋梁用伸縮装置の正面図、(b)は平面図である。1A is a front view of a bridge expansion and contraction device according to an embodiment of the present invention, and FIG. 本発明の一実施の形態にかかり、(a)は接近状態の平面図、(b)は離間状態の平面図である。1A is a plan view in an approaching state, and FIG. 2B is a plan view in a separated state according to an embodiment of the present invention. 本発明の一実施の形態にかかる橋梁用伸縮装置と間詰め材の片側の状態を模式的に示し、(a)は最大離間状態を、(b)は標準時の状態を、(c)は、最小接近状態をそれぞれ示す説明図である。The bridge expansion-contraction apparatus concerning one embodiment of this invention and the state of the one side of a padding material are shown typically, (a) is a maximum separation state, (b) is a standard time state, (c) is It is explanatory drawing which shows a minimum approach state, respectively. 本発明の一実施の形態にかかる間詰め材の状態を模式的に示し、(a)は標準時の状態を、(b)は最小接近状態をそれぞれ示す説明図である。BRIEF DESCRIPTION OF THE DRAWINGS The state of the padding material concerning one embodiment of this invention is shown typically, (a) is an explanatory view showing a state at the standard time and (b) showing a minimum approach state, respectively.

以下、この発明の橋梁用伸縮装置の間詰め材の実施の形態について図面を参照して詳細に説明する。
本発明の橋梁用伸縮装置の間詰め材10は、例えば図5に示すように、橋梁用伸縮装置1の一対の櫛歯部2,2同士を噛み合わせ、橋軸方向(紙面左右方向)への伸縮を許容する場合に、伸縮にともなって変化する櫛歯部2,2の周囲に形成されるジグザグの隙間3内に配設され、ジグザグの隙間3の変化に追従させて隙間3を埋めるようにするものであり、天然ゴム、合成ゴムや樹脂などの弾性部材で形成されている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, embodiments of a filling material for a bridge expansion and contraction device according to the present invention will be described in detail with reference to the drawings.
As shown in FIG. 5, for example, as shown in FIG. 5, the interlining material 10 for the bridge expansion and contraction device of the present invention meshes the pair of comb teeth portions 2 and 2 with each other in the bridge axis direction (left and right direction on the paper surface). When the expansion and contraction of the zigzag is allowed, the clearance 3 is disposed in the zigzag gap 3 formed around the comb teeth 2 and 2 that changes with the expansion and contraction, and the gap 3 is filled by following the change of the zigzag gap 3. It is made of an elastic member such as natural rubber, synthetic rubber or resin.

橋梁用伸縮装置1は、櫛歯部2の各歯部が平面形状が略三角形状に形成されており、先端の山部2aと基端の谷部2bとが所定の間隔を開けて対向するように床版のつなぎ目に配置される。櫛歯部2の下方に櫛歯部2と平行に止水材支持部4が設けられている。止水材5は、一対の櫛歯部2,2の下側を塞ぐように止水材支持部4,4の上に設置される。
したがって、この橋梁用伸縮装置1では、フェイスプレートを構成する櫛歯部2,2の各歯部の先端の山部2aと谷部2bとを噛み合わせるように1対の櫛歯部2,2を床版に取り付けることで、橋軸方向の伸縮によって櫛歯部2,2の隙間3が変化しても車両の走行性を確保することができる。さらに、橋梁用伸縮装置1の櫛歯部2,2同士の隙間3に、後述する間詰め材10を設置することで、自転車などの車両の走行性も確保することができる。
また、雨水などは、止水材支持部4上に設置した止水材5によって止水性が確保される。
なお、櫛歯部2の各歯部の形状(平面形状)は、略三角形状とする場合に限らず、略台形状、略楕円弧形状など他の形状であっても良く、一対の櫛歯部2同士を噛み合わせ橋軸方向に伸縮する場合に、櫛歯部2の周囲にジグザグや波形などの隙間3が形成され、その隙間3が略同一の幅で変化する形状であれば良い。
In the bridge expansion and contraction device 1, each tooth portion of the comb tooth portion 2 is formed in a substantially triangular shape in plan view, and the peak portion 2 a at the front end and the trough portion 2 b at the base end face each other with a predetermined interval. So that it is placed at the joint of the floor slab. A waterstop support 4 is provided below the comb teeth 2 in parallel with the comb teeth 2. The water stop material 5 is installed on the water stop material support portions 4 and 4 so as to block the lower side of the pair of comb teeth portions 2 and 2.
Therefore, in this bridge expansion and contraction device 1, a pair of comb teeth 2 and 2 is formed so as to mesh the crests 2a and valleys 2b at the tips of the teeth of the comb teeth 2 and 2 constituting the face plate. Is attached to the floor slab, even if the gap 3 between the comb teeth 2 and 2 changes due to expansion and contraction in the direction of the bridge axis, it is possible to ensure the running performance of the vehicle. Further, by installing a filling material 10 to be described later in the gap 3 between the comb tooth portions 2 and 2 of the bridge expansion and contraction device 1, the traveling performance of a vehicle such as a bicycle can be ensured.
In addition, rainwater and the like are secured by the waterstop 5 installed on the waterstop support 4.
The shape (planar shape) of each tooth portion of the comb tooth portion 2 is not limited to a substantially triangular shape, and may be another shape such as a substantially trapezoidal shape or a substantially elliptic arc shape. When the two are engaged with each other and expanded or contracted in the bridge axis direction, a gap 3 such as a zigzag or a waveform is formed around the comb tooth portion 2, and the gap 3 may have a shape that changes with substantially the same width.

間詰め材10は、図1などに示すように、橋梁用伸縮装置1の一対の櫛歯部2,2を噛み合わせた周囲に形成されるジグザグの隙間3を塞ぐように配設される。
間詰め材10は、櫛歯部2の歯部の先端の山部2aとこれと対向する櫛歯部2の基端の谷部2bとの間のジグザグの隙間3の直線部分を構成する本体部20と、隣接するV字状に配置される2本の本体部20同士を櫛歯部2の先端の山部2a同士、または谷部2b同士を連結する端部連結部30と、を備えている。また、本体部20は、中空状の横断面形状とされて隙間3に配設可能に形成され、隣接する本体部20の間は、橋軸方向の両端部を除く中間部を塞ぐ底板部40が配設されて構成されている。すなわち、底板部40は、間詰め材10の橋軸方向の全体ではなく、両端部を除いた中間部にのみ設けられて本体部20の間の下端を塞ぐように形成されている。
As shown in FIG. 1 and the like, the padding material 10 is disposed so as to close a zigzag gap 3 formed around the pair of comb teeth 2 and 2 of the bridge expansion and contraction device 1.
The interlining material 10 is a main body that forms a straight portion of a zigzag gap 3 between a crest 2a at the distal end of the tooth portion of the comb tooth portion 2 and a trough portion 2b at the proximal end of the comb tooth portion 2 opposed to the crest portion 2a. Part 20 and two main body parts 20 arranged in an adjacent V shape are provided with end connecting parts 30 that connect peak parts 2a at the tips of comb teeth part 2 or valley parts 2b. ing. Further, the main body 20 has a hollow cross-sectional shape and is formed so as to be disposed in the gap 3. Between the adjacent main bodies 20, a bottom plate 40 that closes an intermediate portion excluding both ends in the bridge axis direction. Is arranged. That is, the bottom plate portion 40 is provided not only in the bridge axis direction of the interlining material 10 but only in an intermediate portion excluding both ends, and is formed so as to close the lower end between the main body portions 20.

本体部20は、両側の側壁部20aを備えて横断面形状が略逆U字状でアーチ状とされた中空に形成され、底部に溝状の開口部21が形成されている。
本体部20には、一方側の側壁部20aの下端と、隣接する本体部20の他方側の側壁部20aの下端との間を塞ぐように底板部40が配設され、橋軸方向の両端部を除く中間部に底板部40が配設されている。
すなわち、隣接する本体部20の間は、橋軸方向の中間部のみを塞ぐように底板部40が設けられ、本体部20は、両端部を除く中間部に形成された底板部40から上方に、略逆U字状に突き出すようになっている。これにより、間詰め材10の底面は、本体部20同士の間が底板部40で塞がれ、本体部20には、溝状の開口部21が形成された状態になっている。
間詰め材10は、本体部20をアーチ状に形成することで、上方からの荷重に対する強度を確保すると同時に、櫛歯部2に加わる圧縮による反力を抑制できるようにしている。
The main body portion 20 includes side wall portions 20a on both sides, is formed in a hollow shape having a substantially inverted U-shaped cross section and is formed in an arch shape, and a groove-shaped opening portion 21 is formed in the bottom portion.
The main body portion 20 is provided with a bottom plate portion 40 so as to close a space between the lower end of the side wall portion 20a on one side and the lower end of the side wall portion 20a on the other side of the adjacent main body portion 20, and both ends in the bridge axis direction. A bottom plate portion 40 is disposed at an intermediate portion excluding the portion.
That is, between the adjacent main body parts 20, the bottom plate part 40 is provided so as to block only the intermediate part in the bridge axis direction, and the main body part 20 extends upward from the bottom plate part 40 formed in the intermediate part excluding both end parts. It protrudes in a substantially inverted U shape. Thus, the bottom surface of the interlining material 10 is closed between the main body portions 20 by the bottom plate portion 40, and the main body portion 20 is in a state where a groove-shaped opening 21 is formed.
By forming the main body portion 20 in an arch shape, the filling material 10 ensures strength against a load from above, and at the same time, can suppress reaction force due to compression applied to the comb teeth portion 2.

端部連結部30は、本体部20の先端の山部2a同士や基端の谷部2b同士を端部で連結する部分である。端部連結部30は、平面形状が略V字状に形成されてV字状の谷部分の先端部が塞がれており、谷部分と反対側の2つの端部は、それぞれ開口した状態に形成されている。端部連結部30は、平面形状が略V字状の中空部が両側の側壁部30aと内側の仕切り壁部30bとの壁部で両側に横断面形状が略逆U字状でアーチ状の2つの中空部が形成され、先端部ほど中空部が狭くなっている。端部連結部30の谷部分と反対側の2つの開口には、それぞれ隣接する本体部20が一体に連結されて中空部同士が連通されている。端部連結部30は、本体部20と同様に、底板部40からは、上方に突き出した略逆U字状でアーチ状になっている。底部分には、開口部31が形成されており、端部連結部30の開口部31が本体部20による溝状の開口部21とつながっている。開口部21,31は、先端部ほど狭くなって開口部21,31同士が連通した状態になっている。
これにより、間詰め材10は、平面形状が略V字状のジグザグに形成され、両端部が端部連結部30で連結され、端部連結部30の中間部が本体部20となっており、本体部20同士の間の両端部を除く中間部が底板部40で連結されて塞がれた状態となっている。
端部連結部30は、横断面形状をアーチ状に形成することで、本体部20と同様に、上方からの荷重に対する強度を確保すると同時に、櫛歯部2に加わる圧縮による反力を抑制できるようにしている。
The end connecting part 30 is a part that connects the peak parts 2 a at the distal ends of the main body part 20 and the valley parts 2 b at the proximal end at the end parts. The end connecting portion 30 is formed in a substantially V shape in plan view, the tip of the V-shaped valley portion is closed, and the two end portions opposite to the valley portion are opened. Is formed. The end connecting portion 30 has a substantially V-shaped hollow portion with a side wall portion 30a on both sides and a partition wall portion 30b on both sides, and has a substantially inverted U-shaped cross section on both sides and an arch shape. Two hollow portions are formed, and the hollow portion is narrower toward the tip. The two adjacent openings on the opposite side of the valley portion of the end connecting portion 30 are integrally connected to the adjacent main body portions 20 so that the hollow portions communicate with each other. Similarly to the main body part 20, the end connecting part 30 has an approximately inverted U-shape projecting upward from the bottom plate part 40 and has an arch shape. An opening 31 is formed in the bottom portion, and the opening 31 of the end connecting portion 30 is connected to the groove-shaped opening 21 formed by the main body 20. The openings 21 and 31 are narrower toward the tip, and the openings 21 and 31 are in communication with each other.
Thereby, the interlining material 10 is formed in a zigzag in which the planar shape is substantially V-shaped, both end portions are connected by the end connecting portion 30, and the intermediate portion of the end connecting portion 30 is the main body portion 20. The intermediate part excluding both ends between the main body parts 20 is connected and closed by the bottom plate part 40.
The end connection part 30 can suppress the reaction force by the compression added to the comb-tooth part 2 while ensuring the intensity | strength with respect to the load from upper direction similarly to the main-body part 20 by forming a cross-sectional shape in arch shape. I am doing so.

底板部40は、隣接する本体部20の間の橋軸方向の両端部を除く中間部を塞ぐように本体部20に連続して形成される。
本体部20は両端部が端部連結部30で連結されており、底板部40は、間詰め材10の橋軸方向の両端部を除く中間部のジグザグの外側空間を塞ぐ板状に本体部20と一体に形成されている。
底板部40は、櫛歯部2の下側に配設されて止水材5の上面に敷き込まれるように取り付けられ、本体部20および端部連結部30を橋梁用伸縮装置1の櫛歯部2同士の隙間3内に位置させることができるようにする。
これにより、間詰め材10は、本体部20および端部連結部30が、アーチ状の横断面形状とされて底板部40から上方に突き出してジグザグの隙間3に配設され、隙間3の変化にかかわらず塞ぐことが可能となっている。また、間詰め材10は、ボルトなどで固定することなく、橋梁用伸縮装置1の櫛歯部2の下側の止水材5上に設置することができる。
さらに、底板部40によって櫛歯部2同士の隙間3から間詰め材10自体が抜け出すことを抑制する。
The bottom plate portion 40 is formed continuously with the main body portion 20 so as to close an intermediate portion excluding both ends in the bridge axis direction between the adjacent main body portions 20.
Both ends of the main body portion 20 are connected by the end connecting portions 30, and the bottom plate portion 40 is formed in a plate shape that closes the zigzag outer space of the intermediate portion excluding both ends of the interlining material 10 in the bridge axis direction. 20 is formed integrally.
The bottom plate portion 40 is disposed on the lower side of the comb tooth portion 2 and is attached so as to be laid on the upper surface of the water blocking material 5. The main body portion 20 and the end connection portion 30 are connected to the comb teeth of the bridge expansion and contraction device 1. It can be positioned within the gap 3 between the parts 2.
As a result, the interlining material 10 has the main body portion 20 and the end connecting portion 30 formed in an arch-like cross-sectional shape, projecting upward from the bottom plate portion 40, and disposed in the zigzag gap 3. It can be closed regardless. Moreover, the interlining material 10 can be installed on the water stop material 5 below the comb tooth portion 2 of the bridge expansion and contraction device 1 without being fixed with a bolt or the like.
Further, the bottom plate portion 40 prevents the filling material 10 itself from coming out of the gap 3 between the comb teeth portions 2.

間詰め材10の底板部40の形成範囲は、橋軸方向の両端部を除く中間部であり、具体的には、櫛歯部2,2同士の接近より櫛歯部2,2の谷部2bと干渉しない中間部に設けられる。
底板部40は、橋梁用伸縮装置1に設置した状態では、図7に片側を模式的に示すように、櫛歯部2が標準時の状態(同図(b)参照)から最大離間状態まで広がったり(同図(a)参照)、最小接近状態まで狭まったりしながら(同図(c)参照)底板部40上を移動する。櫛歯部2が底板部40上を移動する場合に、櫛歯部2同士の隙間3が狭くなると、櫛歯部2の底面2cと間詰め材10の底板部40とが接触するおそれがある(図5,6参照)。
この櫛歯部2の底面2cが底板部40の上面と接触すると、底板部40は、止水材5で下側が押さえられているため(図5参照)逃げ場がなく隙間3の上方(解放側)に変位する(図5,6参照)。
上方に変位した間詰め材10は、図8に模式的に示すように、櫛歯部2の谷部2bのV字状の両側壁に挟まれ、挟まれた部分は盛り上がるように見え、挟まれることによる抵抗力で橋軸方向への変位ができなくなって谷底部に隙間が形成される。この結果、櫛歯部2の谷部2bの先端(谷底部)の隙間が盛り上がった部分に対して沈み込むように見える現象が生じる。
The formation range of the bottom plate portion 40 of the filling material 10 is an intermediate portion excluding both end portions in the bridge axis direction, and specifically, the valley portions of the comb tooth portions 2 and 2 due to the proximity of the comb tooth portions 2 and 2. 2b is provided at an intermediate portion that does not interfere with 2b.
In the state where the bottom plate portion 40 is installed in the bridge expansion and contraction device 1, the comb tooth portion 2 spreads from the standard state (see FIG. 7B) to the maximum separated state as schematically shown on one side in FIG. (Refer to (a) in the figure) or move on the bottom plate part 40 while narrowing to the minimum approaching state (see (c) in the same figure). When the comb tooth portion 2 moves on the bottom plate portion 40 and the gap 3 between the comb tooth portions 2 is narrowed, the bottom surface 2c of the comb tooth portion 2 and the bottom plate portion 40 of the interlining material 10 may come into contact with each other. (See FIGS. 5 and 6).
When the bottom surface 2c of the comb-tooth portion 2 comes into contact with the upper surface of the bottom plate portion 40, the bottom plate portion 40 is pressed down by the water blocking material 5 (see FIG. 5). ) (See FIGS. 5 and 6).
As schematically shown in FIG. 8, the interstitial material 10 displaced upward is sandwiched between the V-shaped side walls of the valley portion 2 b of the comb tooth portion 2, and the sandwiched portion appears to rise and is sandwiched. As a result, the displacement in the direction of the bridge axis becomes impossible due to the resistance force, and a gap is formed at the bottom of the valley. As a result, a phenomenon occurs in which the gap at the tip (valley bottom) of the valley portion 2b of the comb tooth portion 2 appears to sink into the raised portion.

そこで、底板部40を、橋軸方向の両端部を除く中間部だけに形成することで、櫛歯部2との干渉を防止できるようにしている。
特に、櫛歯部2は、底面2cが先端の山部2aの板厚さが薄く、基端の谷部2bの板厚さが厚いテーパ状に形成することで、間詰め材10との摩擦を小さくするようにしていることもあり、板厚さが厚い部分と干渉すると、間詰め材10のスムーズな変位を確保することができなくなるが、底板部40を中間部に形成することでスムーズな変位を確保することができる。
Therefore, the bottom plate portion 40 is formed only in the intermediate portion excluding both end portions in the bridge axis direction, so that interference with the comb tooth portion 2 can be prevented.
In particular, the comb tooth portion 2 is formed in a taper shape in which the bottom surface 2c has a thin peak portion 2a at the tip and a thick bottom portion 2b at the base end, so that the friction with the filling material 10 is increased. If it interferes with a thick plate portion, smooth displacement of the interlining material 10 cannot be ensured, but the bottom plate portion 40 is formed smoothly in the middle portion. Accurate displacement can be ensured.

このような間詰め材10では、本体部20および端部連結部30の横断面における幅(アーチ状の外側の幅)wと高さ(アーチ状の外側の高さ)h1,h2は次のように設定される。
本体部20および端部連結部30の幅wは、側壁部20aの間隔、または側壁部30aの間隔に相当し、同一の幅wに形成してある(図4(b),(c)参照)。
間詰め材10の幅(先端の山部2aと基端の谷部2bの間の距離)Wは、櫛歯部2が離間した状態で、橋梁用伸縮装置1の櫛歯部2と間詰め材10との間に隙間3aができても橋梁用伸縮装置1上を自転車などの車両が走行しても支障なく走行できる幅W2に設定してある(図6(b)参照)。なお、W1は、櫛歯部2が接近した状態での幅である。
間詰め材10のアーチ状の高さは、本体部20がh1と高く、端部連結部30がh2とわずかに低く形成してある(図4(a)参照)。間詰め材10の高さh1,h2は、橋梁用伸縮装置1の櫛歯部2同士が接近して圧縮された場合(図6(a)参照)でも、櫛歯部2の表面から飛び出すことがないように設定してある。これと同時に、櫛歯部2が離間した状態(図6(b)参照)でも橋梁用伸縮装置1の櫛歯部2上を自転車などの車両が走行しても支障なく走行できる高さh2に設定してある。
In such a filling material 10, the width (arch-shaped outer width) w and height (arch-shaped outer height) h <b> 1 and h <b> 2 in the cross section of the main body portion 20 and the end connecting portion 30 are as follows. Is set as follows.
The width w of the main body portion 20 and the end connecting portion 30 corresponds to the interval between the side wall portions 20a or the interval between the side wall portions 30a and is formed to have the same width w (see FIGS. 4B and 4C). ).
The width of the interlining material 10 (the distance between the peak portion 2a at the front end and the trough portion 2b at the base end) W is a space between the comb tooth portion 2 of the bridge expansion and contraction device 1 in a state where the comb tooth portion 2 is separated. Even if there is a gap 3a between the material 10 and the material 10, the width W2 is set so that the vehicle can travel without any trouble even if a vehicle such as a bicycle travels on the bridge telescopic device 1 (see FIG. 6B). In addition, W1 is a width | variety in the state in which the comb-tooth part 2 approached.
The arch-like height of the filling material 10 is formed such that the main body portion 20 is as high as h1 and the end connecting portion 30 is slightly low as h2 (see FIG. 4A). The heights h1 and h2 of the padding material 10 protrude from the surface of the comb teeth portion 2 even when the comb teeth portions 2 of the bridge expansion and contraction device 1 approach each other and are compressed (see FIG. 6A). It is set so that there is no. At the same time, even when the comb teeth 2 are separated (see FIG. 6B), the height h2 can travel without hindrance even if a vehicle such as a bicycle travels on the comb teeth 2 of the bridge telescopic device 1. It is set.

この間詰め材10では、端部連結部30が両側の側壁部30aと中間の仕切り壁部30bとを備えることから、本体部20の両側の側壁部20aだけの場合に比べて圧縮された場合の剛性が高くなっている。そこで、端部連結部30には、圧縮変形代を調整するための変形調整部50が設けてある。
変形調整部50は、図2に示すように、仕切り壁部30bの上面から下面に向けて形成された底付きの調整穴51と、この調整穴51に一端が連通し、他端がV字の開口側に開口する切り込み52とで構成されている。
これら調整穴51の大きさや深さ、あるいは切り込み52の幅や深さによって仕切り壁部30bの剛性を変えることができ、端部連結部30の変形代を調整することができる。
すなわち、橋梁用伸縮装置1の櫛歯部2同士が接近して端部連結部30が圧縮された状態で、櫛歯部2の表面に飛び出すことがないようにし、しかも櫛歯部2で圧縮されることによる反力が櫛歯部2の構造上支障のないように変形代が調整される。
なお、この端部連結部30に設ける変形調整部50は、間詰め材10に必ず必要とするものではなく、橋梁用伸縮装置1の使用条件などにより適宜採用すれば良い。
In this interlining material 10, the end connecting portion 30 includes the side wall portions 30 a on both sides and the intermediate partition wall portion 30 b, so that it is compressed as compared with the case of only the side wall portions 20 a on both sides of the main body portion 20. The rigidity is high. Therefore, the end connecting portion 30 is provided with a deformation adjusting portion 50 for adjusting the compression deformation allowance.
As shown in FIG. 2, the deformation adjusting portion 50 has a bottomed adjustment hole 51 formed from the upper surface to the lower surface of the partition wall portion 30b, one end communicating with the adjustment hole 51, and the other end being V-shaped. And an incision 52 that opens to the opening side.
The rigidity of the partition wall portion 30b can be changed according to the size and depth of the adjustment holes 51, or the width and depth of the cuts 52, and the deformation allowance of the end connecting portion 30 can be adjusted.
That is, in a state where the comb teeth 2 of the bridge expansion and contraction device 1 come close to each other and the end connecting portion 30 is compressed, it is prevented from jumping out to the surface of the comb teeth 2 and is compressed by the comb teeth 2. The deformation allowance is adjusted so that the reaction force caused by this does not hinder the structure of the comb tooth portion 2.
The deformation adjusting portion 50 provided in the end connecting portion 30 is not necessarily required for the interlining material 10 and may be appropriately employed depending on the use conditions of the bridge expansion and contraction device 1.

このように構成した橋梁用伸縮装置の間詰め材10は、橋梁用伸縮装置1の櫛歯部2同士の隙間3を最大限に広げた状態とし、止水材支持部4に取り付けてある止水材5の上面に敷き込むように取り付ける。
これにより、ボルトによる取り付けや接着処理が不要であり、簡単に設置でき、施工性を確保することができる。
一方、橋梁用伸縮装置1の櫛歯部2の間隔が伸縮により狭くなっても間詰め材10が追従して変形し、間詰め材10が表面に飛び出すことがなく、櫛歯部2の間隔が広くなっても間詰め材10が追従して元に戻るように変形し、間詰め材10と一方の櫛歯部2との間に例え、隙間3aが形成されても自転車などの車両の走行に支障が生じないようにしてあり、追従性を確保することができる。
また、間詰め材10では、底板部40を、橋軸方向の両端部を除く中間部にだけに形成することで、櫛歯部2との干渉を防止することができる。
すなわち、櫛歯部2は、底面2cが先端の山部2aの板厚さ(鉛直方向の板厚)が薄く、基端の谷部2bの板厚さが厚くされてテーパ状(鉛直方向の形状においてテーパ状)に形成することで、間詰め材10との摩擦を小さくするようにしていることもあり、板厚さが厚い部分と干渉すると、間詰め材10のスムーズな変位を確保することができなくなるが、底板部40を中間部に形成することでスムーズな変位と変形状態とを確保している。
なお、間詰め材10が止水材5上で滑るように移動すれば、櫛歯部2の伸縮により上記隙間3aが間詰め材10の両側に分散されて小さくなり、一層自転車などの車両の走行に支障が生じないようになる。
The interlining material 10 for the bridge expansion and contraction device configured as described above is a state in which the gap 3 between the comb teeth portions 2 of the bridge expansion and contraction device 1 is maximally widened and attached to the waterstop support 4. Attach so as to lay on the upper surface of the water material 5.
This eliminates the need for bolt attachment and bonding, and allows easy installation, ensuring workability.
On the other hand, even if the interval between the comb teeth portions 2 of the bridge expansion and contraction device 1 becomes narrow due to expansion and contraction, the spacing material 10 follows and deforms, and the spacing material 10 does not jump out to the surface. Even if the gap becomes wider, the interlining material 10 is deformed so as to follow and return to the original state. For example, even if a gap 3a is formed between the interlining material 10 and one comb tooth portion 2, It is designed not to cause trouble in traveling and to ensure follow-up performance.
Moreover, in the interlining material 10, the interference with the comb-tooth part 2 can be prevented by forming the bottom plate part 40 only in the intermediate part excluding both ends in the bridge axis direction.
That is, the comb-tooth portion 2 has a taper shape (vertical direction thickness) in which the bottom surface 2c has a thin peak portion 2a (vertical thickness) and a base trough portion 2b thick. In some cases, the friction with the interlining material 10 may be reduced by forming it into a tapered shape, and when the plate thickness interferes with a thick part, a smooth displacement of the interlining material 10 is ensured. Although it becomes impossible, smooth displacement and a deformation | transformation state are ensured by forming the baseplate part 40 in an intermediate part.
In addition, if the padding material 10 moves so as to slide on the waterstop material 5, the gap 3a is dispersed on both sides of the padding material 10 due to the expansion and contraction of the comb teeth portion 2, and thus the vehicle such as a bicycle is further reduced. There will be no obstacles to driving.

次に、このような間詰め材10では、止水材5上で滑るように間詰め材10が移動すれば、橋梁用伸縮装置1の櫛歯部2の伸縮に対する追従性が向上し、間詰め材10の両側に隙間3が分散されるようになり、自動車や自転車などの車両の走行性が向上する。
そこで、間詰め材10の底板部40の下面に滑り材を一体または別体に設けて追加したり、凹凸形状を設けてメッシュ構造とすることが好ましい。
滑り材としては、例えば低摩擦樹脂シートを接着などで取り付けたり、重ねるようにする。
凹凸形状としては、多数の球面状の突起を設けたり、半円形状の突条を設けたり、あるいはメッシュ構造とすれば良い。
Next, in such a filling material 10, if the filling material 10 moves so as to slide on the waterstop material 5, the followability to expansion and contraction of the comb teeth portion 2 of the bridge expansion and contraction device 1 is improved. The gaps 3 are dispersed on both sides of the stuffing material 10 and the running performance of a vehicle such as an automobile or a bicycle is improved.
Therefore, it is preferable to add a sliding material integrally or separately to the lower surface of the bottom plate portion 40 of the interlining material 10 or to provide an uneven shape to form a mesh structure.
As the sliding material, for example, a low-friction resin sheet is attached or stacked by adhesion or the like.
As the uneven shape, a large number of spherical protrusions, a semicircular protrusion, or a mesh structure may be used.

以上実施の形態とともに、詳細に説明したように、本発明の橋梁用伸縮装置の間詰め材10によれば、一対の櫛歯部2同士を噛み合わせ橋軸方向への伸縮を許容する橋梁用伸縮装置1の伸縮にともない変化する櫛歯部2の周囲に形成される隙間3に配設され弾性部材で形成される橋梁用伸縮装置1の間詰め材10であって、櫛歯部2の山部2aとこれと対向する櫛歯部2の谷部2bとの間に配設される本体部20と、隣接する本体部20同士を山部2aおよび谷部2bで連結する端部連結部30と、を備え、本体部20は、中空状の横断面形状とされて隙間3に配設可能に形成され、隣接する本体部20の間は、橋軸方向の両端部を除く中間部を塞ぐ底板部40が配設されているので、隙間3の収縮によって大きな反力が生じたり、表面に飛び出すことがなく、伸縮に対する追従性、施工性に優れたものとすることができる。また、間詰め材10は、橋軸方向の両端部を除く中間部に底板部40を備えているので、櫛歯部2と底板部40が干渉することを防止して隙間3を塞ぐことができる。
また、間詰め材10は、ボルトや接着処理などを必要とせずに、抜け出しを防止して橋梁用伸縮装置1に設置した状態を保持することができる。
As described in detail in conjunction with the above-described embodiment, according to the interlining material 10 of the bridge expansion and contraction device of the present invention, a pair of comb teeth portions 2 are engaged with each other and the bridge is allowed to expand and contract in the axial direction of the bridge. An interlining material 10 for a bridge expansion / contraction device 1 formed of an elastic member and disposed in a gap 3 formed around a comb tooth portion 2 that changes with expansion / contraction of the expansion / contraction device 1, The main body part 20 disposed between the peak part 2a and the valley part 2b of the comb tooth part 2 opposed to the peak part 2a, and the end part connecting part that connects the adjacent main body parts 20 with the peak part 2a and the valley part 2b. 30, and the main body portion 20 is formed in a hollow cross-sectional shape so as to be disposed in the gap 3, and between the adjacent main body portions 20, an intermediate portion excluding both ends in the bridge axis direction is provided. Since the bottom plate portion 40 to be closed is disposed, a large reaction force is generated due to the contraction of the gap 3 or the surface plate jumps to the surface. Without issue, followability to stretch, it is possible to improve the workability. Moreover, since the interlining material 10 is provided with the baseplate part 40 in the intermediate part except the both ends of a bridge axis direction, it can prevent that the comb-tooth part 2 and the baseplate part 40 interfere, and can block the gap | interval 3. it can.
In addition, the interlining material 10 can be kept in the state where it is installed in the bridge expansion and contraction device 1 by preventing it from coming out without requiring bolts or bonding treatment.

また、橋梁用伸縮装置の間詰め材10では、本体部20の間を塞ぐ底板部40は、櫛歯部2同士の接近より櫛歯部2の谷部2bと干渉しない中間部に設けられているので、櫛歯部2同士が接近しても櫛歯部2と底板部40が干渉することを防止でき、隙間を生じたり上方に突き出すことなく櫛歯部2同士の隙間3を塞ぐことができる。これにより、自動車や自転車などの車両の走行安全性を確保することができる。   Further, in the interlining material 10 for the bridge expansion and contraction device, the bottom plate portion 40 that closes the space between the main body portions 20 is provided at an intermediate portion that does not interfere with the valley portion 2b of the comb tooth portion 2 due to the proximity of the comb tooth portions 2. Therefore, even if the comb tooth portions 2 approach each other, the comb tooth portion 2 and the bottom plate portion 40 can be prevented from interfering with each other, and the gap 3 between the comb tooth portions 2 can be blocked without generating a gap or protruding upward. it can. Thereby, driving | running | working safety | security of vehicles, such as a motor vehicle and a bicycle, can be ensured.

また、橋梁用伸縮装置の間詰め材10では、本体部20および端部連結部30は、櫛歯部2同士の接近による圧縮によっても櫛歯部2の表面から突き出さない高さに形成されているので、自動車や自転車などの車両の走行安全性を確保することができる。   Further, in the interlining member 10 for the bridge expansion and contraction device, the main body portion 20 and the end connecting portion 30 are formed at a height that does not protrude from the surface of the comb tooth portion 2 even by compression due to the closeness of the comb tooth portions 2. Therefore, traveling safety of vehicles such as automobiles and bicycles can be ensured.

また、橋梁用伸縮装置の間詰め材10では、端部連結部30には、櫛歯部2同士の接近による圧縮変形代を調整する変形調整部50が形成されているので、櫛歯部2によって圧縮されても変形にともなう反力を一層小さくすることができる。   Further, in the interlining material 10 for the bridge expansion and contraction device, the end connecting portion 30 is formed with the deformation adjusting portion 50 that adjusts the compression deformation allowance due to the closeness of the comb teeth 2 to each other. The reaction force accompanying the deformation can be further reduced even if compressed by.

また、橋梁用伸縮装置の間詰め材10では、変形調整部50は、端部連結部30に形成する切り込み52および/または調整穴51で構成されているので、これら切り込み52や調整穴51によって簡単に変形代を調整することができる。   Further, in the interlining material 10 for the bridge expansion and contraction device 10, the deformation adjusting portion 50 is configured by the cut 52 and / or the adjustment hole 51 formed in the end connection portion 30. The deformation allowance can be easily adjusted.

また、橋梁用伸縮装置の間詰め材10では、櫛歯部2の各歯部の平面形状が、略三角形状、略台形状、略楕円弧形状のいずれかで構成されているので、各歯部の周囲の隙間3に間詰め材10を配置することができる。   Further, in the interlining material 10 for the bridge expansion and contraction device, the planar shape of each tooth portion of the comb tooth portion 2 is configured by any one of a substantially triangular shape, a substantially trapezoidal shape, and a substantially elliptical arc shape. The interlining material 10 can be disposed in the gap 3 around the.

また、橋梁用伸縮装置の間詰め材10では、底板部40の下面に滑り材を一体または別体で備えているので、間詰め材10を止水材5の表面で滑らすことができ、伸縮にともなう追従性を一層向上することができる。   Further, in the interlining material 10 for the bridge expansion and contraction device, the interlining material 10 is provided on the lower surface of the bottom plate portion 40 as a single body or as a separate body. The following capability can be further improved.

また、橋梁用伸縮装置の間詰め材10では、底板部40の下面が凹凸形状に形成されているので、この凹凸形状によっても伸縮にともなう追従性を向上することができる。   Further, in the interlining material 10 for the bridge expansion and contraction device, the bottom surface of the bottom plate portion 40 is formed in an uneven shape, so that the followability accompanying expansion and contraction can be improved by this uneven shape.

なお、上記の実施の形態では、間詰め材10を橋梁用伸縮装置1のジグザグの隙間3に設置する場合を例に説明したが、櫛歯部2の形状によって隙間3の形状が異なる場合には、間詰め材10の形状も隙間3に対応する形状に形成して設置すれば良い。   In the above embodiment, the case where the interlining material 10 is installed in the zigzag gap 3 of the bridge expansion and contraction device 1 has been described as an example. However, when the shape of the gap 3 differs depending on the shape of the comb tooth portion 2. The interlining material 10 may be formed in a shape corresponding to the gap 3 and installed.

1 橋梁用伸縮装置
2 櫛歯部
2a 山部
2b 谷部
2c 底面
3 隙間
3a 隙間
4 止水材支持部
5 止水材
10 間詰め材
20 本体部
20a 側壁部
21 開口部
30 端部連結部
30a 側壁部
30b 仕切り壁部
31 開口部
40 底板部
50 変形調整部
51 調整穴
52 切り込み
DESCRIPTION OF SYMBOLS 1 Bridge expansion-contraction apparatus 2 Comb-tooth part 2a Mountain part 2b Valley part 2c Bottom face 3 Gap 3a Gap 4 Water-stop material support part 5 Water-stop material 10 Filling material 20 Main-body part 20a Side wall part 21 Opening part 30 End part connection part 30a Side wall part 30b Partition wall part 31 Opening part 40 Bottom plate part 50 Deformation adjustment part 51 Adjustment hole 52 Notch

Claims (8)

一対の櫛歯部同士を噛み合わせ橋軸方向への伸縮を許容する橋梁用伸縮装置の前記伸縮にともない変化する前記櫛歯部の周囲に形成される隙間に配設され弾性部材で形成される橋梁用伸縮装置の間詰め材であって、
前記櫛歯部の山部とこれと対向する前記櫛歯部の谷部との間に配設される本体部と、
隣接する前記本体部同士を前記山部および前記谷部で連結する端部連結部と、を備え、
前記本体部は、中空状の横断面形状とされて前記隙間に配設可能に形成され、
隣接する前記本体部の間は、前記橋軸方向の両端部を除く中間部を塞ぐ底板部が配設されている、
ことを特徴とする橋梁用伸縮装置の間詰め材。
A pair of comb teeth are engaged with each other and formed by an elastic member disposed in a gap formed around the comb teeth that change with the expansion and contraction of the bridge expansion and contraction device that allows expansion and contraction in the bridge axis direction. It is a filling material for bridge expansion and contraction device,
A body portion disposed between the crest portion of the comb tooth portion and the trough portion of the comb tooth portion opposed thereto;
An end connecting portion that connects the adjacent main body portions with the peak and the valley, and
The body portion is formed in a hollow cross-sectional shape so as to be disposed in the gap,
Between the adjacent main body portions, a bottom plate portion that closes an intermediate portion excluding both ends in the bridge axis direction is disposed.
Spacing material for bridge expansion and contraction device.
前記本体部の間を塞ぐ前記底板部は、前記櫛歯部同士の接近により前記櫛歯部の前記谷部と干渉しない前記中間部に設けられている、
ことを特徴とする請求項1記載の橋梁用伸縮装置の間詰め材。
The bottom plate portion that closes between the main body portions is provided in the intermediate portion that does not interfere with the valley portion of the comb teeth portion due to the proximity of the comb teeth portions.
The interlining material for a bridge extension / contraction device according to claim 1.
前記本体部および前記端部連結部は、前記櫛歯部同士の接近による圧縮によっても前記櫛歯部の表面から突き出さない高さに形成されている、
ことを特徴とする請求項1または2に記載の橋梁用伸縮装置の間詰め材。
The main body part and the end connection part are formed at a height that does not protrude from the surface of the comb tooth part even by compression due to the proximity of the comb tooth parts.
A filling material for a bridge expansion and contraction device according to claim 1 or 2.
前記端部連結部には、前記櫛歯部同士の接近による圧縮変形代を調整する変形調整部が形成されている、
ことを特徴とする請求項1乃至3のいずれかに記載の橋梁用伸縮装置の間詰め材。
The end connecting portion is formed with a deformation adjusting portion that adjusts a compression deformation allowance due to the approach between the comb teeth portions,
A filling material for a bridge expansion and contraction device according to any one of claims 1 to 3.
前記変形調整部は、前記端部連結部に形成する切り込みおよび/または調整穴で構成されている、
ことを特徴とする請求項4に記載の橋梁用伸縮装置の間詰め材。
The deformation adjusting portion is configured by a notch and / or an adjustment hole formed in the end connecting portion.
The filling material for a bridge expansion and contraction device according to claim 4.
前記間詰め材は、櫛歯部の各歯部の平面形状が、略三角形状、略台形状、略楕円弧形状のいずれかで構成されている、
ことを特徴とする請求項1乃至5のいずれかに記載の橋梁用伸縮装置の間詰め材。
The interstitial material, the planar shape of each tooth portion of the comb tooth portion is configured in any of a substantially triangular shape, a substantially trapezoidal shape, a substantially elliptical arc shape,
A filling material for bridge expansion and contraction device according to any one of claims 1 to 5.
前記間詰め材は、底板部の下面に滑り材を一体または別体で備えている、
ことを特徴とする請求項1乃至6のいずれかに記載の橋梁用伸縮装置の間詰め材。
The interlining material comprises a sliding material integrally or separately on the lower surface of the bottom plate portion,
A filling material for a bridge expansion and contraction device according to any one of claims 1 to 6.
前記間詰め材は、底板部の下面が凹凸形状に形成されている、
ことを特徴とする請求項1乃至7のいずれかに記載の橋梁用伸縮装置の間詰め材。
The interlining material is formed such that the bottom surface of the bottom plate portion is uneven.
A filling material for a bridge expansion and contraction device according to any one of claims 1 to 7.
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Publication number Priority date Publication date Assignee Title
CN113005879A (en) * 2021-03-03 2021-06-22 顾轩波 Highway bridge plate with prevent bumping car function
CN115341469A (en) * 2022-01-27 2022-11-15 浙江理工大学 Adjustable temporary connection spare

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JP2014122494A (en) * 2012-12-21 2014-07-03 Yokohama Rubber Co Ltd:The Road bridge expansion device
JP2015071874A (en) * 2013-10-02 2015-04-16 横浜ゴム株式会社 Expansion device for road bridge
JP2017110469A (en) * 2015-12-18 2017-06-22 株式会社橋梁メンテナンス Gap-filling material of expansion device for bridge
KR101839135B1 (en) * 2017-10-17 2018-03-15 피엔에이건설 주식회사 Method for constructing expansion joint for bridge

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JP2014122494A (en) * 2012-12-21 2014-07-03 Yokohama Rubber Co Ltd:The Road bridge expansion device
JP2015071874A (en) * 2013-10-02 2015-04-16 横浜ゴム株式会社 Expansion device for road bridge
JP2017110469A (en) * 2015-12-18 2017-06-22 株式会社橋梁メンテナンス Gap-filling material of expansion device for bridge
KR101839135B1 (en) * 2017-10-17 2018-03-15 피엔에이건설 주식회사 Method for constructing expansion joint for bridge

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113005879A (en) * 2021-03-03 2021-06-22 顾轩波 Highway bridge plate with prevent bumping car function
CN113005879B (en) * 2021-03-03 2021-11-02 顾轩波 Highway bridge plate with prevent bumping car function
CN115341469A (en) * 2022-01-27 2022-11-15 浙江理工大学 Adjustable temporary connection spare

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