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JP6378043B2 - Construction method for filling materials for bridge joints - Google Patents
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JP6378043B2 - Construction method for filling materials for bridge joints - Google Patents

Construction method for filling materials for bridge joints Download PDF

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JP6378043B2
JP6378043B2 JP2014221481A JP2014221481A JP6378043B2 JP 6378043 B2 JP6378043 B2 JP 6378043B2 JP 2014221481 A JP2014221481 A JP 2014221481A JP 2014221481 A JP2014221481 A JP 2014221481A JP 6378043 B2 JP6378043 B2 JP 6378043B2
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filling material
joint
double
sided tape
release paper
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JP2016089369A (en
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清志 柳本
清志 柳本
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Tigers Polymer Corp
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Description

本発明は、橋梁のジョイント部に用いられる間詰材に関する。特に道路用橋梁のジョイント部においてジョイント部材の間の溝状空間に配置される間詰材に関するものである。 The present invention relates to a filling material used for a joint portion of a bridge. In particular, the present invention relates to a filling material disposed in a groove-like space between joint members in a joint portion of a road bridge.

道路用橋梁においては、橋脚や橋台の上に橋桁(床板)の端部が載せられて、橋が構成される。ここで、橋桁の端部(桁端部)の間や、桁端部と橋台の間には、ジョイントと呼ばれる伸縮部材が配置される。ジョイントによって、温度変化による橋桁の収縮や荷重変化や地震による変位等が吸収される。 In road bridges, bridge girder (floorboard) ends are placed on bridge piers and abutments. Here, an elastic member called a joint is disposed between the ends of the bridge girder (girder end) or between the end of the girder and the abutment. The joint absorbs bridge girder shrinkage, load changes, and earthquake displacement due to temperature changes.

ジョイントには寸法吸収以外にも、ジョイント部材間の雨水等のシールや、騒音防止機能などが求められる。近年では、以下のような、モジュラー型ジョイントと呼ばれるジョイントも開発されている。 In addition to dimension absorption, the joint is required to have a seal such as rainwater between the joint members and a noise prevention function. In recent years, the following joints called modular joints have been developed.

例えば、特許文献1には、ジョイント部材(ミドルビーム)に止水ゴムと防音材を設けた橋梁用ジョイントが開示されており、当該橋梁ジョイントでは、防音材がミドルビームの係合部に係合するように取り付けられていて、防音材を確実にジョイントに保持できることが開示されている。 For example, Patent Literature 1 discloses a joint for a bridge in which a water stop rubber and a soundproof material are provided on a joint member (middle beam). In the bridge joint, the soundproof material is engaged with an engagement portion of the middle beam. It is disclosed that the soundproofing material can be securely held in the joint.

特開2004−353,305号公報JP 2004-353305 A

以下の説明では、上記特許文献1における防音材に対応する部材を、その上位概念である「間詰材」として説明する。間詰材とは、ジョイント部材の間の隙間を埋めるように設けられる弾力性を有する部材であり、間詰材が防音性も有する場合には、防音材としても機能する。
上記文献のような橋梁用ジョイントにおいて、間詰材をジョイント部材に取り付ける際には、以下のような困難があり、その改善が求められている。ジョイント部材が桁端部に取り付けられた後で間詰材を取り付ける場合や、道路使用後に破損した間詰材の補修を行う場合などには、ジョイント部材の間の隙間に間詰材を押し込むようにして取り付ける必要がある。この作業は、間詰材の弾力性を利用して行うが、間詰材がジョイント部材の側面に引っかかりやすく、作業性が悪い。
In the following description, a member corresponding to the soundproofing material in Patent Document 1 will be described as a “sintering material” that is a superordinate concept. The filling material is an elastic member provided so as to fill a gap between the joint members, and also functions as a soundproofing material when the filling material also has soundproofing properties.
In the joint for bridges as in the above-mentioned document, there are the following difficulties when attaching the filler to the joint member, and improvements are required. When installing the filling material after the joint member is attached to the end of the beam, or when repairing the damaged filling material after use on the road, push the filling material into the gap between the joint members. It is necessary to install it. This operation is performed by using the elasticity of the filling material, but the filling material is easily caught on the side surface of the joint member, and the workability is poor.

また、押し込み作業の難しさに起因して、防音材の仕上がり形状を整えることが難しい、すなわち、間詰材施工の仕上げが乱雑になりがちである。また、間詰材は、弾力性すなわち伸縮性を有する部材であるため、押し込む作業の際に、間詰材の長手方向にも伸びたり縮んだりした状態で、間詰材が取り付けられてしまうことがあり、間詰材の確実な取り付けに悪い影響をおよぼすおそれがある。 In addition, due to the difficulty of the push-in operation, it is difficult to arrange the finished shape of the soundproof material, that is, the finishing of the filling material tends to be messy. Further, since the filling material is a member having elasticity, that is, stretchability, the filling material is attached in a state where the filling material is stretched or shrunk in the longitudinal direction of the filling material during the pushing operation. There is a risk of adversely affecting the secure installation of the filling material.

本発明の目的は、橋梁用ジョイント部に使用される間詰材の施工性を高めることにある。 An object of the present invention is to improve the workability of a filling material used in a bridge joint.

発明者は、鋭意検討の結果、弾力性を有する棒状の間詰材の両側の側面に、両面テープとテープ状の剥離紙を設けておくと、剥離紙によって間詰材の取り扱い性が高められ、施工性が改善されることを知見し、本発明を完成させた。 As a result of intensive studies, the inventor has provided double-sided tape and tape-like release paper on both sides of the elastic rod-like padding material, which improves the handling of the padding material. As a result, it was found that the workability was improved, and the present invention was completed.

本発明は、道路橋梁の橋梁用ジョイント部において、互いに隣接するジョイント部材の間の溝状空間に当該ジョイント部材にまたがるように固定される橋梁用ジョイントの間詰材を施工する方法であって、前記間詰材は弾力性を有する発泡樹脂材料により、角棒状に形成されており、前記間詰材の両側の側面には、全長にわたって、間詰材の長手方向に沿って両面テープが貼り付けられており、前記両面テープの一方の面は間詰材の側面に貼り付けられているとともに、前記両面テープの他方の面は、実質的に伸縮しないテープ状の剥離紙で覆われており、間詰材の施工方法は、溝状空間の幅よりも間詰材の幅が大きくなるように、前記間詰材を準備する工程、間詰材の両側の側面の剥離紙を残したままで、間詰材を幅方向に圧縮しながらジョイント部材の間の溝状空間に押し込む工程、前記押し込み工程に引き続き、間詰材を所定の位置に配置し、発泡樹脂材料の弾力性により間詰材を保持した状態で、テープ状の剥離紙を溝状空間から引き出して、両面テープをジョイント部材に粘着させ、間詰材をジョイント部材に固定する工程、を有する、橋梁用ジョイント間詰材の施工方法である(第1発明)。
The present invention is a method for constructing a bridging joint filling material that is fixed so as to straddle the joint member in a groove-like space between adjacent joint members in a bridge joint portion of a road bridge, The padding material is formed in a square bar shape by a foamed resin material having elasticity, and double-sided tape is attached to the side surfaces on both sides of the padding material along the longitudinal direction of the padding material over the entire length. One side of the double-sided tape is affixed to the side surface of the filling material, and the other side of the double-sided tape is covered with a tape-like release paper that does not substantially expand and contract , The method for constructing the filling material is a step of preparing the filling material so that the width of the filling material is larger than the width of the grooved space, leaving the release paper on both sides of the filling material, While compressing the filling material in the width direction, The step of pushing into the groove-like space between the int members, the tape-like release paper in the state where the filling material is arranged at a predetermined position and the filling material is held by the elasticity of the foamed resin material following the pushing step. This is a method for constructing a bridge joint filler for bridges, which includes a step of pulling out the groove from the groove-like space, sticking the double-sided tape to the joint member, and fixing the filler to the joint member (first invention).

第1発明においては、前記両面テープの少なくとも一方、および、当該両面テープを覆う剥離紙は、間詰材の少なくとも一方の端部において、間詰材の側面から端面に回り込むように設けられており、前記押し込み工程においては、端面に設けられた部分の剥離紙を両面テープから剥離し、剥離した部分を引き出し方向に折り曲げた状態として、間詰材の押し込み工程を行うことが好ましい(第2発明)
In the first invention, at least one of the double-sided tape, and release paper covering the double-sided tape, at least one end between filling material, is provided in such a way as to wrap around the end face from the side between filling material In the pushing step, it is preferable that the step of pushing in the interstitial material is performed in a state where the part of the release paper provided on the end face is peeled from the double-sided tape and the peeled part is bent in the pulling direction (second invention). ).

本発明の橋梁用ジョイント間詰材の施工方法(第1発明)によれば、間詰材をジョイント部材の間に押し込んで固定する作業の作業性が改善される。また、施工時に間詰材が伸縮した状態で施工されてしまうことも予防される。
According to the construction method (first invention ) of the bridge joint filler for bridges according to the present invention, the workability of the work of pressing and fixing the filler between the joint members is improved. Moreover, it is prevented that it is constructed in a state where the filling material expands and contracts during construction.

さらに、第2発明の場合には、間詰材同士を長手方向に連結して取り付けることができ、間詰材の施工の強度が高められるほか、端面に設けられた剥離紙の一部を引き出し方向に折り曲げた状態で施工に供するようにして、施工時の剥離紙の引き出し作業の効率性を高めうる。
Further, in the case of the second invention , it is possible to connect the interlining materials in the longitudinal direction, and to increase the strength of the intercalating material construction, and to pull out a part of the release paper provided on the end face It is possible to increase the efficiency of the work of pulling out the release paper at the time of construction by providing the work in a state bent in the direction.

第1実施形態の間詰材の斜視図および断面図。The perspective view and sectional drawing of the filling material of 1st Embodiment. 第1実施形態の間詰材をジョイント部に取り付ける施工方法を示す断面模式図。The cross-sectional schematic diagram which shows the construction method which attaches the filling material to 1st Embodiment to a joint part. 第2実施形態の間詰材の端部の斜視図。The perspective view of the edge part of the filling material of 2nd Embodiment. 第2実施形態の間詰材を施工する際に、剥離紙を折り曲げた状態を示す斜視図。The perspective view which shows the state which folded the release paper when constructing the filling material of 2nd Embodiment. 第3実施形態の間詰材の端部の斜視図。The perspective view of the edge part of the filling material of 3rd Embodiment. 第3実施形態の間詰材を施工する際に、剥離紙を折り曲げた状態を示す斜視図。The perspective view which shows the state which folded the release paper when constructing the filling material of 3rd Embodiment.

以下図面を参照しながら、特許文献1に記載されたような道路橋梁用のモジュラー型ジョイントに用いられる間詰材を例として、本発明の実施形態について説明する。なお、本発明は以下に示す個別の実施形態に限定されるものではなく、その形態を変更して実施することもできる。たとえば、以下の実施形態の間詰材は、モジュラー型ジョイントだけでなく、他の形態のジョイント部であっても、利用しうる。 Hereinafter, an embodiment of the present invention will be described with reference to the drawings, taking as an example a filling material used in a modular joint for a road bridge as described in Patent Document 1. In addition, this invention is not limited to the separate embodiment shown below, The form can also be changed and implemented. For example, the filling material of the following embodiments can be used not only for a modular joint but also for other types of joints.

図1に、第1実施形態の間詰材の斜視図および断面図を示す。棒状の間詰材1は、弾力性を有する発泡樹脂材料により、角棒状に形成されている。間詰材1の両側の側面には、間詰材1の長手方向に沿って両面テープ2,2が貼り付けられている。それぞれの両面テープ2の一方の面は間詰材1の側面に貼り付けられているとともに、両面テープ2の他方の面はテープ状の剥離紙3で覆われている。剥離紙3は両面テープ2に剥離可能な状態で粘着している。 In FIG. 1, the perspective view and sectional drawing of the filling material of 1st Embodiment are shown. The rod-shaped filling material 1 is formed in a square bar shape by a foamed resin material having elasticity. Double-sided tapes 2 and 2 are attached to the side surfaces of both sides of the filling material 1 along the longitudinal direction of the filling material 1. One side of each double-sided tape 2 is affixed to the side surface of the filling material 1, and the other side of the double-sided tape 2 is covered with a tape-like release paper 3. The release paper 3 is adhered to the double-sided tape 2 in a peelable state.

間詰材1を構成する発泡樹脂材料としては、たとえば発泡ゴムや発泡ウレタン樹脂やその他の発泡樹脂組成物などが例示される。発泡樹脂材料はゴムや樹脂を混合して構成してもよい。間詰材は外部環境にさらされる部材であるため、クロロプレンゴム(CR)やエチレンプロピレンジエンゴム(EPDM)に代表される耐候性に優れたゴムを含む組成物を発泡させた材料で構成することが好ましい。間詰材に要求される伸縮性の程度などを考慮して、発泡樹脂材料の弾力性が調整される。 Examples of the foamed resin material constituting the filling material 1 include foamed rubber, foamed urethane resin, and other foamed resin compositions. The foamed resin material may be configured by mixing rubber or resin. Since the filler is a member exposed to the external environment, it should be composed of a foamed composition containing a rubber having excellent weather resistance, such as chloroprene rubber (CR) and ethylene propylene diene rubber (EPDM). Is preferred. The elasticity of the foamed resin material is adjusted in consideration of the degree of elasticity required for the filling material.

間詰材1を構成する発泡樹脂材料の気泡構造は、必要に応じて種々の気泡構造が採用されうる。気泡構造としては、独立気泡構造や、連続気泡構造、その中間の半連続気泡構造などが例示される。目的とする機能や弾力性となるように、発泡樹脂材料の発泡倍率等が調整される。間詰材1に防音機能を持たせて、間詰材1を防音材として設けたい場合には、発泡樹脂材料を連続気泡構造もしくは半連続気泡構造とすることが好ましい。あるいは、間詰材1に雨水等に対するシール機能を持たせたい場合には、発泡樹脂材料を独立気泡構造としたり、間詰材1の上面や下面にスキン層を残したりすることが好ましい。 As the cell structure of the foamed resin material constituting the filling material 1, various cell structures can be adopted as necessary. Examples of the cell structure include a closed cell structure, an open cell structure, and a semi-open cell structure in between. The foaming ratio and the like of the foamed resin material are adjusted so as to achieve the intended function and elasticity. When the padding material 1 is provided with a soundproofing function and the padding material 1 is provided as a soundproofing material, it is preferable that the foamed resin material has an open cell structure or a semi-open cell structure. Alternatively, when it is desired to provide the sealing material 1 with a sealing function against rainwater or the like, it is preferable that the foamed resin material has a closed cell structure or that a skin layer is left on the upper surface or the lower surface of the packing material 1.

本実施形態の間詰材1は、断面が矩形状の角棒形態に形成されている。
典型的には、間詰材の断面の幅が40〜100mm程度、高さが30〜100mm程度で、長さが30cm〜2m程度に形成される。間詰材の形態は本実施形態のような角棒形態に限定されるものではなく、後述する実施形態のように、角部に面取りやRをかけた形状であってもよく、側面や上面、下面に溝や突起が設けられた形態、すなわち角棒状の形態であればよい。
The filling material 1 of the present embodiment is formed in the shape of a square bar having a rectangular cross section.
Typically, the width of the cross-section of the filling material is about 40 to 100 mm, the height is about 30 to 100 mm, and the length is about 30 cm to 2 m. The form of the filling material is not limited to the form of a square bar as in the present embodiment, and may be a shape with chamfered or rounded corners as in the embodiments described later, and the side or upper surface. Any form may be used as long as grooves and protrusions are provided on the lower surface, that is, a rectangular bar form.

間詰材の角棒形状の両側の側面には、両面テープ2とテープ状の剥離紙3が、間詰材1の長手方向に沿って設けられている。好ましくは、両面テープ2と剥離紙3は、間詰材の全長にわたって設けられる。特に、両面テープ2と剥離紙3が間詰材1の全長にわたって連続して設けられると、間詰材が棒状に維持されやすく、腰折れしなくなって取り扱い性が向上するので、特に好ましい。 Double-sided tape 2 and tape-like release paper 3 are provided along the longitudinal direction of the filling material 1 on both side surfaces of the square bar shape of the filling material. Preferably, the double-sided tape 2 and the release paper 3 are provided over the entire length of the filling material. In particular, it is particularly preferable that the double-sided tape 2 and the release paper 3 are provided continuously over the entire length of the filling material 1 because the filling material is easily maintained in a rod shape and does not break down and improves the handleability.

両面テープ2は、テープ状の基材の両面に粘着剤が塗布されたものが使用できる。また、基材を用いずに粘着剤をテープ状に形成して両面テープとしたものを使用してもよい。粘着剤は、間詰材や相手部材への粘着性に優れたもの、たとえばアクリル系の粘着剤などを使用することが特に好ましい。 As the double-sided tape 2, a tape-like base material coated with an adhesive can be used. Moreover, you may use what formed the adhesive in tape shape without using a base material, and was used as the double-sided tape. As the pressure-sensitive adhesive, it is particularly preferable to use a material excellent in adhesiveness to a filling material or a counterpart member, for example, an acrylic pressure-sensitive adhesive.

間詰材1の両側の側面において、両面テープ2,2の一方の粘着面は、間詰材の側面の所定の位置に貼り付けられている。両面テープ2の他方の粘着面は、テープ状の剥離紙3によっておおわれている。剥離紙3は、両面テープ2の他方の粘着面に粘着していて、間詰材1が製作されて施工されるまでの間、前記他方の粘着面が他の部材等に粘着しないように、保護する役割を果たしうる。剥離紙3は、後述するように、間詰材1の施工の過程で両面テープ2からはがされる。剥離紙3としては、たとえば、紙にシリコーン系剥離剤などをコーティングしたものが使用できる。剥離紙3としては、実質的に伸縮性を有しない紙をベースにした剥離紙が使用できる。
テープ状の剥離紙3は、両面テープと同じ大きさ(幅)とされていてもよいし、両面テープ2よりも幅広に設けられてもよい。
On the side surfaces on both sides of the filling material 1, one adhesive surface of the double-sided tape 2, 2 is attached to a predetermined position on the side surface of the filling material. The other adhesive surface of the double-sided tape 2 is covered with a tape-shaped release paper 3. The release paper 3 is adhered to the other adhesive surface of the double-sided tape 2, and the other adhesive surface does not adhere to other members or the like until the filling material 1 is manufactured and applied. Can play a protective role. As will be described later, the release paper 3 is peeled off from the double-sided tape 2 in the process of applying the filling material 1. As the release paper 3, for example, paper coated with a silicone release agent or the like can be used. As the release paper 3, release paper based on paper that does not substantially have elasticity can be used.
The tape-shaped release paper 3 may be the same size (width) as the double-sided tape, or may be provided wider than the double-sided tape 2.

間詰材1は、たとえばモジュラー型ジョイントのような道路橋梁の橋梁用ジョイント部に用いられる橋梁用ジョイントの間詰材として使用されうる。間詰材1は、ジョイント部において、互いに隣接するジョイント部材4,4の間の溝状空間Sに配置される。そして、間詰材1はその両側の側面に設けられた両面テープによって、溝状空間Sに隣接するジョイント部材4,4にまたがるように固定される。間詰材1がジョイント部材4,4の間の溝状空間に配置され、固定された状態を断面図で、図2(e)に示す。
間詰材1は、この状態で、ジョイント部の伸縮変形に応じて変形しながら、防音や、雨水のシール、ダストの堆積防止といった、適用されるジョイント部の必要に応じて間詰材に求められる機能を果たす。
The filling material 1 can be used as a filling material for a bridge joint used in a bridge joint portion of a road bridge such as a modular joint. The filling material 1 is arranged in the groove-like space S between the joint members 4 and 4 adjacent to each other in the joint portion. The filling material 1 is fixed so as to straddle the joint members 4 and 4 adjacent to the grooved space S by double-sided tape provided on the side surfaces of both sides. FIG. 2 (e) shows a state in which the filling material 1 is disposed and fixed in the groove-like space between the joint members 4 and 4 in a sectional view.
In this state, the filling material 1 is required for the filling material as needed for the joint portion to be applied, such as soundproofing, sealing rainwater, and preventing dust accumulation while deforming according to the expansion and contraction deformation of the joint portion. Fulfills the function.

上記実施形態の間詰材1の施工方法について説明する。図2は、特許文献1に示されたようなモジュラー型ジョイントにおいて、ジョイント部材の間に間詰材を施工する工程を示す図である。なお、図2においては、モジュラー型ジョイントの構成部材のうち、一組のジョイント部材4,4、(特許文献1においては「ミドルビーム」と記載されている部材)と、止水ゴム5のみを図示し、他の構成部材は図示を省略している。他の組のジョイント部材の間であっても、あるいは、ジョイント部材が他の構造であっても、同様に間詰材1を施工すればよい。 The construction method of the filling material 1 in the above embodiment will be described. FIG. 2 is a diagram illustrating a process of applying a filling material between joint members in a modular joint as disclosed in Patent Document 1. In FIG. 2, only one set of joint members 4 and 4 (members described as “middle beam” in Patent Document 1) and only the waterstop rubber 5 among the constituent members of the modular joint. The other components are not shown in the figure. Even if it is between other sets of joint members, or the joint members have other structures, the filling material 1 may be similarly applied.

図2(a)に示すように、ジョイント部材4,4は、橋軸方向(図の左右方向)に所定の間隔を隔てるように、橋の幅方向(紙面奥行き方向)に延在している。本実施形態においては、ジョイント部材4,4にまたがるように略U字形状の止水ゴム5が設けられており、止水ゴム5によって、ジョイント部材4,4の間に入り込んだ雨水等が、下方向に漏れないようになっている。ジョイント部材の上側のフランジ41、41と止水ゴム5に囲まれるようにして、ジョイント部材4,4の間に溝状(樋状)の空間Sが形成されている。以下の工程を経て、この溝状空間Sに間詰材1が配置され、固定される。 As shown in FIG. 2A, the joint members 4 and 4 extend in the width direction of the bridge (the depth direction on the paper surface) so as to be spaced a predetermined distance in the bridge axis direction (the left-right direction in the drawing). . In the present embodiment, a substantially U-shaped waterstop rubber 5 is provided so as to straddle the joint members 4, 4, and rainwater or the like that has entered between the joint members 4, 4 by the waterstop rubber 5, It is designed not to leak downward. A groove-shaped (saddle-shaped) space S is formed between the joint members 4 and 4 so as to be surrounded by the flanges 41 and 41 on the upper side of the joint member and the waterproof rubber 5. The filling material 1 is disposed and fixed in the groove-like space S through the following steps.

図2(a)に示したように、溝状空間Sの幅すなわちジョイント部材フランジ部41,41の間の幅よりも、間詰材1の幅が大きくなるように間詰材1を準備する。このようにすることで、間詰材1を取り付けた際に、間詰材が橋軸方向に圧縮された状態となり、その取り付けがより確実なものとなる。 As shown in FIG. 2A, the filling material 1 is prepared so that the width of the filling material 1 is larger than the width of the groove-shaped space S, that is, the width between the joint member flange portions 41 and 41. . By doing in this way, when the filling material 1 is attached, the filling material is compressed in the bridge axis direction, and the attachment becomes more reliable.

図2(b)に示すように、間詰材1に剥離紙3,3を貼り付けたまま残した状態で、間詰材1を間詰材の幅方向(図2の左右方向)に圧縮しながら、間詰材1を溝状の空間Sに押し込む。この時、剥離紙3,3が間詰材の両側に残されているので、剥離紙3,3をガイドにして間詰材を圧縮しながら押し込むことができ、間詰材がジョイント部材のフランジ部に引っかかることが抑制され、挿入操作が行いやすくなる。 As shown in FIG. 2 (b), compressing the filling material 1 in the width direction of the filling material (left and right direction in FIG. 2) while leaving the release papers 3 and 3 attached to the filling material 1. Meanwhile, the filling material 1 is pushed into the groove-shaped space S. At this time, since the release papers 3 and 3 are left on both sides of the interstices, the interstices can be pushed in while compressing the interstitial materials using the release papers 3 and 3 as a guide. It is suppressed from being caught by the part, and the insertion operation is facilitated.

また、剥離紙3,3が間詰材の両側に残されているので、間詰材1の長さ方向の伸縮が抑制されている。したがって、挿入操作の際に、間詰材を長さ方向に伸縮させてしまうことが防止され、間詰材を幅方向に圧縮しただけの状態で押し込むことができ、施工品質が高められる。 Further, since the release sheets 3 and 3 are left on both sides of the filling material, expansion and contraction in the length direction of the filling material 1 is suppressed. Therefore, it is possible to prevent the filling material from expanding and contracting in the length direction during the insertion operation, and to push in the filling material only in the compressed state in the width direction, thereby improving the construction quality.

間詰材1の全体が溝状空間Sの所定の位置に配置されるように調整する(図2(c))。この時も、剥離紙3,3がまだ残されているため、両面テープがくっついてしまうことがなく、位置の微調整を行いやすい。 It adjusts so that the whole filling material 1 may be arrange | positioned in the predetermined position of the groove-shaped space S (FIG.2 (c)). Also at this time, since the release papers 3 and 3 are still left, the double-sided tape does not stick and it is easy to finely adjust the position.

所定の位置に間詰材1が挿入された状態で、剥離紙3,3を両面テープから剥離し、溝状空間Sから引き出して、取り外す(図2(d))。剥離紙3は端部を略上方に折り返し、端部から順次略上方に引き抜くようにすることで、取り外すことができる。間詰材の両側の剥離紙3,3を取り外すと、両面テープ2,2が露出してジョイント部材4のフランジ41や止水ゴム5に粘着して、その位置で間詰材1がジョイント部材4に固定される(図2(e))。 In a state where the filling material 1 is inserted at a predetermined position, the release papers 3 and 3 are peeled off from the double-sided tape, pulled out from the groove-shaped space S and removed (FIG. 2D). The release paper 3 can be removed by folding the end portion substantially upward and sequentially pulling it upward from the end portion. When the release sheets 3 and 3 on both sides of the filling material are removed, the double-sided tapes 2 and 2 are exposed and adhere to the flange 41 and the waterproof rubber 5 of the joint member 4, and the filling material 1 is joined to the joint member at that position. 4 (FIG. 2E).

剥離紙3の取り外し操作を円滑に行うため、間詰材を押し込む操作に先立って、剥離紙3の端部をあらかじめ上方に折り返しておいて、取り外し操作の際に、折り返された端部から剥離操作を行うことが好ましい。折り返し方向は、剥離紙を引き出す方向に折り返せばよい。なお、剥離紙3,3の取り外し操作は、両側の剥離紙を同時に取り外してもよいが、片側ずつ剥離紙の取り外し操作を行ったほうが、間詰材の取り付け位置が正確にできて好ましい。 In order to smoothly remove the release paper 3, the end of the release paper 3 is folded upward in advance prior to the operation of pushing in the intercalating material, and is peeled off from the folded end during the removal operation. It is preferable to perform the operation. The folding direction may be folded in the direction in which the release paper is pulled out. The release papers 3 and 3 may be removed by removing the release papers on both sides at the same time. However, it is preferable to perform the release paper removal operation for each side because the attachment position of the interstitial material can be accurately determined.

上記実施形態の間詰材1の作用効果について説明する。
間詰材1は、両側の側面に、間詰材1の長手方向に沿って両面テープ2,2が貼り付けられ、両面テープ2,2が剥離紙3,3に覆われているため、間詰材1の両側面に剥離紙3,3が取り付けられた状態となっている。そのため、剥離紙の有するコシによって、間詰材1の棒状形態が維持されやすくなる。すなわち、剥離紙3,3は実質的に伸縮性を有しないものであるため、間詰材1が長手方向と直行する方向に曲げ変形するのを抑制する。
The effect of the filling material 1 of the said embodiment is demonstrated.
Since the double-sided tapes 2 and 2 are attached to the side surfaces on both sides along the longitudinal direction of the filling material 1 and the double-sided tapes 2 and 2 are covered with the release papers 3 and 3, The release papers 3 and 3 are attached to both side surfaces of the filling material 1. Therefore, the stick-shaped form of the filling material 1 is easily maintained by the stiffness of the release paper. That is, since the release papers 3 and 3 are substantially not stretchable, the bending material 1 is prevented from being bent and deformed in a direction perpendicular to the longitudinal direction.

間詰材の両側面に剥離紙3が設けられていないと、弾力性に富む間詰材はひも状に自由に変形してしまうため、溝状空間Sに一定の高さで押し込むことが難しく、施工の外観品質が低下しやすいが、上記実施形態の間詰材1では、間詰材の棒状形態がしっかり維持されて、溝状空間Sに一定の高さで押し込みやすくなる。
また、間詰材1の棒状形態が維持されていると、間詰材1の運搬や保管などの際の取り扱い性がよくなる。
間詰材の棒状形態を維持する観点から、剥離紙3,3は間詰材1の全長にわたって連続したものであることが好ましい。
If the release paper 3 is not provided on both sides of the filling material, the elastic filling material is freely deformed into a string shape, so that it is difficult to push it into the grooved space S at a certain height. Although the appearance quality of construction is likely to deteriorate, in the interlining material 1 in the above embodiment, the rod-like form of the intercalating material is firmly maintained, and it is easy to push into the grooved space S at a certain height.
Moreover, if the rod-like form of the filling material 1 is maintained, the handling property at the time of transporting or storing the filling material 1 is improved.
From the viewpoint of maintaining the rod-like form of the filling material, the release papers 3 and 3 are preferably continuous over the entire length of the filling material 1.

また、剥離紙3,3を残したままで溝状空間Sに押し込む操作をすれば、剥離紙3,3がジョイント部材との摩擦を低減する上に、剥離紙3がガイドになって間詰材1の押し込み操作をたやすくする。また、押し込んだ状態でも、剥離紙が残されている間であれば、間詰材1の位置の微調整が可能である。そして、剥離紙3,3は実質的に伸縮性を有しないものであるため、間詰材1が長手方向に伸縮した状態で押し込まれてしまうのを効果的に抑制できる Further, if the operation of pushing into the groove-shaped space S while leaving the release papers 3 and 3 is performed, the release papers 3 and 3 reduce friction with the joint member, and the release paper 3 serves as a guide and a filling material. Make the pushing operation of 1 easier. Even in the pushed state, the position of the filling material 1 can be finely adjusted as long as the release paper remains. And since the release papers 3 and 3 are substantially non-stretchable, it is possible to effectively suppress the interposing material 1 from being pushed in while being stretched in the longitudinal direction.

そして、間詰材を所定の位置に配置した状態で、テープ状の剥離紙を溝状空間から引き出して、両面テープをジョイント部材に粘着させ、間詰材をジョイント部材に固定するようにすれば、間詰材の取り付けが簡単かつ確実なものとなり、施工の品質も高められる。 Then, with the intercalating material placed in a predetermined position, the tape-shaped release paper is pulled out from the groove-shaped space, the double-sided tape is adhered to the joint member, and the intercalating material is fixed to the joint member. The installation of the filling material is simple and reliable, and the construction quality is improved.

本発明は、上記実施形態に限定されるものではなく、種々の改変をして実施することができる。以下に本発明の他の実施形態について説明するが、以下の説明においては、上記実施形態と異なる部分を中心に説明し、同様である部分についてはその詳細な説明を省略する。また、以下に示す実施形態は、その一部を互いに組み合わせて、あるいは、その一部を置き換えて実施することもできる。 The present invention is not limited to the above embodiment, and can be implemented with various modifications. Other embodiments of the present invention will be described below. However, in the following description, portions different from the above embodiment will be mainly described, and detailed descriptions of the same portions will be omitted. In addition, the embodiments described below can be implemented by combining some of them or replacing some of them.

図3,4には、第2実施形態の間詰材の端部を拡大して示す。第2実施形態においては、間詰材1は下側が面取りされた角棒状に形成されている。面取りされていると、溝状空間Sへの挿入操作がたやすくなる。 In FIGS. 3 and 4, the end portion of the filling material of the second embodiment is shown enlarged. In the second embodiment, the filling material 1 is formed in the shape of a square bar whose lower side is chamfered. When it is chamfered, the insertion operation into the grooved space S is easy.

本実施形態においては、両面テープ2と剥離紙3の端部が、間詰材の側面から端面に回り込むように設けられている。
両側面の両面テープと剥離紙をこのようにしてもよいが、一方の側面の両面テープと剥離紙のみをこのように回り込ませてもよい。典型的には、間詰材の一方の側面に設けられた両面テープと剥離紙を間詰材の一方の端部の端面に回り込ませるようにしながら、間詰材の他方の側面に設けられた両面テープと剥離紙を間詰材の他方の端部の端面に回り込ませるようにしてもよい。
In the present embodiment, the end portions of the double-sided tape 2 and the release paper 3 are provided so as to go from the side surface of the filling material to the end surface.
The double-sided tape and release paper on both sides may be made in this way, but only the double-sided tape and release paper on one side may be wrapped around in this way. Typically, the double-sided tape and release paper provided on one side surface of the filling material are provided on the other side surface of the filling material while causing the double-sided tape and release paper to wrap around the end surface of one end portion of the filling material. You may make it make a double-sided tape and a release paper wrap around the end surface of the other edge part of a filling material.

第2実施形態の間詰材を施工する際には、間詰材1の端面に回り込んだ部分の剥離紙を両面テープから剥離して、間詰材側面の端部位置で剥離紙を上方、すなわち剥離紙の引き出し方向に折り返すように曲げておき、この状態で、ジョイント部材間の溝状空間Sへの押し込み操作を行うようにする(図4)。本実施形態では、間詰材の端面に両面テープが設けられるので、間詰材長手方向に連続する間詰材どうしを一体化することができ、間詰材の取り付けの確実性の向上に寄与する。また、剥離紙3の端部を上方に折り返した部分があるので、その部分がつかみやすくなって剥離紙の引き出しがしやすくなるとともに、剥離紙の引き出し忘れを未然防止できる。 When constructing the filling material in the second embodiment, the part of the release paper that has wrapped around the end surface of the filling material 1 is peeled off from the double-sided tape, and the release paper is moved upward at the end of the side of the filling material. That is, it is bent so as to be folded back in the pulling-out direction of the release paper, and in this state, the pushing operation into the groove-like space S between the joint members is performed (FIG. 4). In this embodiment, since the double-sided tape is provided on the end face of the filling material, it is possible to integrate the filling materials continuous in the longitudinal direction of the filling material, contributing to the improvement of the reliability of the attachment of the filling material. To do. In addition, since there is a portion where the end portion of the release paper 3 is folded upward, the portion can be easily grasped and the release paper can be easily pulled out, and forgetting to pull out the release paper can be prevented.

図5,6には第3実施形態の間詰材の端部を拡大して示す。第3実施形態においては、間詰材1および両面テープ2の構成は第1実施形態と同様であるが、テープ状の剥離紙3,3の端部が、間詰材1の端面を超えて、延出するように延長して設けられている。 5 and 6 show an enlarged end portion of the filling material in the third embodiment. In 3rd Embodiment, although the structure of the filling material 1 and the double-sided tape 2 is the same as that of 1st Embodiment, the edge part of the tape-shaped release papers 3 and 3 exceeds the end surface of the filling material 1. , Extended so as to extend.

テープ状の剥離紙3,3の端部が、間詰材1の端面を超えて延出していることにより、この延出部分が上方に向かうように、間詰材側面の端部位置で剥離紙を上方に折り返すように曲げておくことができる(図6)。この状態で、ジョイント部材間の溝状空間Sへの押し込み操作を行うようにすれば、第2実施形態と同様に、剥離紙3の端部を上方に折り返した部分によって、剥離紙の引き出しがしやすくなるとともに、剥離紙の引き出し忘れを未然防止できる。 The tape-shaped release papers 3 and 3 are peeled off at the end position on the side surface of the filling material so that the extended portion is directed upward by the end portion extending beyond the end surface of the filling material 1. The paper can be bent so as to be folded upward (FIG. 6). In this state, if the operation of pushing into the grooved space S between the joint members is performed, the release paper is pulled out by the portion where the end of the release paper 3 is folded upward, as in the second embodiment. This makes it easier to forget to pull out the release paper.

上述した実施形態の間詰材は、道路用橋梁において、橋桁の端部(桁端部)の間や、桁端部と橋台の間に設けられるジョイントに使用に使用でき、産業上の利用価値が高い。 The filling material of the above-described embodiment can be used for the joint provided between the end of the bridge girder (the end of the girder) or between the end of the girder and the abutment in the road bridge. Is expensive.

1 間詰材
2 両面テープ
3 剥離紙
4 ジョイント部材
41 フランジ部
5 止水ゴム
DESCRIPTION OF SYMBOLS 1 Filling material 2 Double-sided tape 3 Release paper 4 Joint member 41 Flange part 5 Waterproof rubber

Claims (2)

道路橋梁の橋梁用ジョイント部において、互いに隣接するジョイント部材の間の溝状空間に当該ジョイント部材にまたがるように固定される橋梁用ジョイントの間詰材を施工する方法であって、
前記間詰材は弾力性を有する発泡樹脂材料により、角棒状に形成されており、
前記間詰材の両側の側面には、全長にわたって、間詰材の長手方向に沿って両面テープが貼り付けられており、
前記両面テープの一方の面は間詰材の側面に貼り付けられているとともに、
前記両面テープの他方の面は、実質的に伸縮しないテープ状の剥離紙で覆われており、
間詰材の施工方法は、
溝状空間の幅よりも間詰材の幅が大きくなるように、前記間詰材を準備する工程、
間詰材の両側の側面の剥離紙を残したままで、間詰材を幅方向に圧縮しながらジョイント部材の間の溝状空間に押し込む工程、
前記押し込み工程に引き続き、間詰材を所定の位置に配置し、発泡樹脂材料の弾力性により間詰材を保持した状態で、テープ状の剥離紙を溝状空間から引き出して、両面テープをジョイント部材に粘着させ、間詰材をジョイント部材に固定する工程、
を有する、橋梁用ジョイント間詰材の施工方法
In a bridge joint portion of a road bridge, a method for constructing a bridging joint filling material that is fixed so as to straddle the joint member in a groove-like space between adjacent joint members,
The filling material is formed in a square bar shape from a foamed resin material having elasticity,
Double-sided tape is affixed to the side surfaces on both sides of the filler material along the longitudinal direction of the filler material over the entire length ,
While one side of the double-sided tape is affixed to the side surface of the filling material,
The other surface of the double-sided tape is covered with a tape-like release paper that does not substantially expand and contract ,
The construction method of the filling material is
A step of preparing the filling material so that the width of the filling material is larger than the width of the groove-shaped space;
The process of pushing into the groove-like space between the joint members while compressing the filling material in the width direction while leaving the release paper on both sides of the filling material,
Subsequent to the pressing step, the intercalating material is placed in a predetermined position, and the intercalating material is held by the elasticity of the foamed resin material, and the tape-like release paper is pulled out from the grooved space, and the double-sided tape is joined. Adhering to the member and fixing the interstitial material to the joint member;
A method for constructing a bridge joint filler for a bridge .
前記両面テープの少なくとも一方、および、当該両面テープを覆う剥離紙は、間詰材の少なくとも一方の端部において、間詰材の側面から端面に回り込むように設けられており、
前記押し込み工程においては、端面に設けられた部分の剥離紙を両面テープから剥離し、剥離した部分を引き出し方向に折り曲げた状態として、間詰材の押し込み工程を行う
請求項1に記載の橋梁用ジョイント間詰材の施工方法。
At least one of the double-sided tape and the release paper covering the double-sided tape are provided so as to go around from the side surface of the filling material to the end surface at at least one end of the filling material ,
In the pushing step, the portion of the release paper provided on the end face is peeled from the double-sided tape, and the step of pushing in the filling material is performed with the peeled portion folded in the pull-out direction.
The construction method of the joint joint filling material for bridges of Claim 1.
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Family Cites Families (4)

* Cited by examiner, † Cited by third party
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JPS5374939U (en) * 1976-11-25 1978-06-22
JP2530569B2 (en) * 1994-01-17 1996-09-04 ショーボンド建設株式会社 Water stop method in joint
JP2004353305A (en) * 2003-05-29 2004-12-16 Kawaguchi Metal Industries Co Ltd Noise preventive structure of joint for bridge
JP2011163079A (en) * 2010-02-15 2011-08-25 Juichi Yamauchi Water leakage guide apparatus for expansion joint for road bridge

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