JP2021156041A - Concrete member joint and concrete member joining method - Google Patents

Concrete member joint and concrete member joining method Download PDF

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JP2021156041A
JP2021156041A JP2020058143A JP2020058143A JP2021156041A JP 2021156041 A JP2021156041 A JP 2021156041A JP 2020058143 A JP2020058143 A JP 2020058143A JP 2020058143 A JP2020058143 A JP 2020058143A JP 2021156041 A JP2021156041 A JP 2021156041A
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wall
facing
receiving
leading
insertion portion
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JP7402100B2 (en
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輝康 渡邊
Teruyasu Watanabe
輝康 渡邊
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Kumagai Gumi Co Ltd
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Abstract

To provide a concrete member joint etc. which can join a receiving member and a connecting member even if there is a lateral or vertical displacement between the receiving members embedded in the end parts of the adjacent concrete members.SOLUTION: Provided are receiving members installed on the end side of each of adjacent concrete members, connecting members that connect each of the receiving members and joining members that connects each of the receiving members and the connecting members, the joining members are members that are fitted between an inner wall surface of at least one opposed wall among all recessed opposed walls of receiving members that oppose each other and the inner wall surface of an insertion part that faces the inner wall surface and join the opposed walls and the insertion parts, the joining member 4 is formed by including a leading member 4A installed between the inner wall surface of the opposed wall opposing each other and the inner surface of the insertion portion and a trailing member 4B fitted between the installed leading member and the inner wall surface of the opposed wall, or between the installed leading member and the inner surface of the insertion part.SELECTED DRAWING: Figure 7

Description

本発明は、コンクリート部材同士を連結するためのコンクリート部材の継手等に関する。 The present invention relates to a joint or the like of a concrete member for connecting concrete members to each other.

橋軸直角方向(橋幅方向)に並設された複数の主桁上にコンクリート部材としての例えば橋梁用コンクリートプレキャスト製の床版を架け渡し、橋軸方向に沿って隣り合う床版同士をコッター式継手と呼ばれる継手を用いて接続する床版接続工法が知られている(特許文献1参照)。
当該継手は、隣り合う各床版の端部側にそれぞれ設置された受部材と、互いに隣り合う各受部材を繋ぐ繋ぎ部材と、繋ぐ繋ぎ部材を受部材に固定するボルトとを備えた構成である。受部材は、繋ぎ部材に設けられた係合部が係合する係合受部を備えた係合受部と、床版のコンクリートに定着される例えば定着筋等の鋼材により形成された定着部とを備える。繋ぎ部材は、互いに隣り合う各床版の各端部にそれぞれ設置された受部材の各係合受部に係合する一対の係合部と、一対の係合部を繋ぐ連結部とを備える。
当該継手によれば、橋軸方向に沿って隣り合う各床版の端部にそれぞれ埋設された各係合受部の各係合受部内に繋ぎ部材の各係合部を挿入した後、係合受部内に嵌め込まれた係合部の固定部に形成されたボルト挿入孔にボルトを挿入し、各係合受部の底版に形成されたねじ孔にボルトを締結することによって、繋ぎ部材と係合受部とが固定され、当該継手により、互いに隣り合う各床版が接続される。
Deck made of concrete precast for bridges, for example, as a concrete member is laid on multiple main girders arranged side by side in the direction perpendicular to the bridge axis (bridge width direction), and the decks adjacent to each other along the bridge axis direction are cottered. A floor slab connection method for connecting using a joint called a type joint is known (see Patent Document 1).
The joint has a structure including a receiving member installed on the end side of each adjacent floor slab, a connecting member connecting the adjacent receiving members, and a bolt for fixing the connecting member to the receiving member. be. The receiving member includes an engaging receiving portion provided with an engaging receiving portion on which the engaging portion provided on the connecting member engages, and a fixing portion formed of a steel material such as a fixing bar that is fixed to the concrete of the floor slab. And. The connecting member includes a pair of engaging portions that engage with each engaging receiving portion of the receiving member installed at each end of each deck adjacent to each other, and a connecting portion that connects the pair of engaging portions. ..
According to the joint, after inserting each engaging portion of the connecting member into each engaging receiving portion of each engaging receiving portion embedded in the end of each floor slab adjacent to each other along the bridge axis direction, the engagement portion is engaged. By inserting the bolt into the bolt insertion hole formed in the fixing part of the engaging part fitted in the joint receiving part and fastening the bolt to the screw hole formed in the bottom slab of each engaging receiving part, the connecting member and the connecting member The engagement receiving portion is fixed, and the joints connect the floor slabs adjacent to each other.

特許第5787965号公報Japanese Patent No. 57879665

しかしながら、継手の製造誤差、床版の製作誤差や収縮量(反り)のばらつき、腐食防止のために継手に塗布されるエポキシ樹脂の塗布量のばらつき、床版架設時の施工誤差等によって、隣り合う各床版の端部に埋設された各係合受部同士の左右方向や上下方向のずれが生じる。このずれが大きい場合は、繋ぎ部材の係合部を係合受部の係合受部内に嵌め込むことが困難となり、繋ぎ部材と係合受部とを結合できなくなってしまう。また、繋ぎ部材の係合部を係合受部内に嵌め込むことができたとしても、係合受部内に嵌め込まれた係合部のボルト挿入孔と各係合受部の底版のねじ孔とが一致しなくなるため、ボルトを締結することができず、繋ぎ部材と係合受部とを結合できなくなってしまう。このように、繋ぎ部材と係合受部とを結合できない場合、当該継手部分で応力の伝達ができず、継手部分で損壊を招く恐れがある。
本発明は、隣り合う各コンクリート部材の端部に埋設された各受部材同士の左右方向や上下方向のずれが生じた場合であっても、受部材と繋ぎ部材とを結合できるコンクリート部材の継手等を提供する。
However, due to joint manufacturing error, floor slab manufacturing error and variation in shrinkage (warp), variation in the amount of epoxy resin applied to the joint to prevent corrosion, construction error when erection of the deck, etc. Each engagement receiving part embedded in the end of each matching floor slab is displaced in the left-right direction and the up-down direction. If this deviation is large, it becomes difficult to fit the engaging portion of the connecting member into the engaging receiving portion of the engaging receiving portion, and the connecting member and the engaging receiving portion cannot be connected. Further, even if the engaging portion of the connecting member can be fitted into the engaging receiving portion, the bolt insertion hole of the engaging portion fitted into the engaging receiving portion and the screw hole of the bottom plate of each engaging receiving portion Since the bolts do not match, the bolts cannot be fastened, and the connecting member and the engaging receiving portion cannot be connected. In this way, when the connecting member and the engaging receiving portion cannot be connected, stress cannot be transmitted at the joint portion, which may cause damage at the joint portion.
The present invention is a joint of a concrete member capable of connecting the receiving member and the connecting member even when the receiving members embedded in the ends of the adjacent concrete members are displaced in the horizontal direction or the vertical direction. Etc. are provided.

本発明に係るコンクリート部材の継手は、コンクリート部材同士を連結するためのコンクリート部材の継手であって、隣り合う各コンクリート部材の端部側にそれぞれ設置された受部材と、互いに隣り合う各受部材を繋ぐ繋ぎ部材と、互いに隣り合う各受部材と繋ぎ部材とを結合する結合部材とを備え、受部材は、繋ぎ部材に設けられた挿入部が挿入される凹部と、コンクリート部材のコンクリートに定着される定着部とを備え、繋ぎ部材は、互いに隣り合う各受部材の各凹部に挿入される一対の挿入部と、一対の挿入部を繋ぐ連結部とを備え、結合部材は、互いに対向する各受部材の各凹部の各対向壁のうちの少なくとも一方の対向壁における内壁面と当該内壁面と対向する挿入部の内面との間に嵌入されて当該対向壁と挿入部とを結合する部材であって、当該結合部材は、互いに対向する対向壁の内壁面と挿入部の内面との間に設置される先行部材と、当該設置された先行部材と対向壁の内壁面との間、又は、当該設置された先行部材と挿入部の内面との間に嵌入される後行部材とを備えて構成されたことを特徴とする。
また、互いに対向する対向壁の内壁面と挿入部の内面との間に設置された先行部材は、互いに対向する対向壁の内壁面及び挿入部の内面のうちの一方の面と間隔を隔てて対向する面が、上方に向かうほど当該一方の面との間隔が大きくなるような傾斜面に形成され、後行部材は、当該先行部材の傾斜面と接触する傾斜面及び当該一方の面と接触する面を有するように構成されたことを特徴とする。
また、先行部材は傾斜面から内部まで到達するねじ螺着孔を備え、後行部材は上面から傾斜面まで到達するねじ貫通孔を備え、ねじ貫通孔は、傾斜面の傾斜方向に沿った方向の長さが、ねじ螺着孔の傾斜面の傾斜方向に沿った方向の長さよりも長い長孔に形成され、ねじ貫通孔とねじ螺着孔とが連続するように先行部材の傾斜面と後行部材の傾斜面とが接触した状態で、ねじがねじ貫通孔を通過してねじ螺着孔に締結されたことにより、先行部材と後行部材とが連結されたことを特徴とする。
また、互いに対向する各受部材の各凹部の各対向壁は、繋ぎ部材の連結部を上方から挿入するための溝の両側に位置された一方側対向壁と他方側対向壁とを備え、結合部材は、互いに対向する受部材の一方側対向壁の内壁面と挿入部の内面との間に設けられたとともに、互いに対向する受部材の他方側対向壁の内壁面と挿入部の内面との間に設けられたことを特徴とする。
本発明に係るコンクリート部材の継手によれば、隣り合う各コンクリート部材の端部に埋設された各受部材同士の左右方向や上下方向のずれが生じた場合であっても、受部材と繋ぎ部材とを結合できるようになる。
本発明に係るコンクリート部材の継手は、端面同士が目地となる隙間を介して互いに隣り合うように配置された各コンクリート部材同士を継手を用いて接続するコンクリート部材の接続方法であって、継手は、隣り合う各コンクリート部材の端部側にそれぞれ設置された受部材と、互いに隣り合う各受部材を繋ぐ繋ぎ部材と、互いに隣り合う各受部材と繋ぎ部材とを結合する結合手段と、を備え、受部材は、繋ぎ部材に設けられた挿入部が挿入される凹部と、コンクリート部材のコンクリートに定着される定着部とを備え、繋ぎ部材は、互いに隣り合う各受部材の各凹部に挿入されて各受部材と接合される一対の挿入部と、一対の挿入部を繋ぐ連結部とを備え、結合部材は、先行部材と後行部材とを備えており、コンクリート部材の接続方法は、挿入部設置ステップでは、繋ぎ部材の一方の挿入部を一方の受部材の凹部に挿入して設置するとともに、繋ぎ部材の他方の挿入部を他方の受部材の凹部に挿入して設置する挿入部設置ステップと、先行部材を、互いに対向する対向壁の内壁面と挿入部の内面との間に設置する先行部材設置ステップと、当該設置された先行部材と対向壁の内壁面との間、又は、当該設置された先行部材と挿入部の内面との間に、上方から後行部材を嵌入して設置する後行部材設置ステップとを備えたことを特徴とする。
本発明に係るコンクリート部材の接続方法によれば、隣り合う各コンクリート部材の端部に埋設された各受部材同士の左右方向や上下方向のずれが生じた場合であっても、受部材と繋ぎ部材とを設計通りに容易に結合できるようになる。
The joint of a concrete member according to the present invention is a joint of a concrete member for connecting concrete members to each other, and a receiving member installed on the end side of each adjacent concrete member and each receiving member adjacent to each other. The receiving member is provided with a connecting member for connecting the two members and a connecting member for connecting the receiving members adjacent to each other and the connecting member, and the receiving member is fixed to the concave portion into which the insertion portion provided in the connecting member is inserted and the concrete of the concrete member. The connecting member includes a pair of insertion portions inserted into each recess of each receiving member adjacent to each other, and a connecting portion connecting the pair of insertion portions, and the connecting members face each other. A member that is fitted between the inner wall surface of at least one of the facing walls of each recess of each receiving member and the inner surface of the insertion portion facing the inner wall surface to connect the facing wall and the inserting portion. The connecting member is a leading member installed between the inner wall surface of the facing wall facing each other and the inner surface of the insertion portion, and between the installed leading member and the inner wall surface of the facing wall, or. It is characterized in that it is provided with a trailing member fitted between the installed leading member and the inner surface of the insertion portion.
Further, the preceding member installed between the inner wall surface of the facing wall facing each other and the inner surface of the insertion portion is spaced apart from one of the inner wall surface of the facing wall facing each other and the inner surface of the insertion portion. The facing surfaces are formed as inclined surfaces so that the distance from the one surface increases toward the upper side, and the trailing member comes into contact with the inclined surface of the preceding member and the one surface. It is characterized in that it is configured to have a surface to be formed.
Further, the leading member is provided with a screw threading hole reaching from the inclined surface to the inside, the trailing member is provided with a screw through hole reaching from the upper surface to the inclined surface, and the screw through hole is a direction along the inclined direction of the inclined surface. Is formed in a long hole whose length is longer than the length in the direction along the inclined direction of the inclined surface of the screwed hole, and the inclined surface of the preceding member is formed so that the screw through hole and the screw threaded hole are continuous. It is characterized in that the leading member and the trailing member are connected by the screw passing through the screw through hole and being fastened to the screw threading hole in a state of being in contact with the inclined surface of the trailing member.
Further, each facing wall of each recess of each receiving member facing each other is provided with one side facing wall and the other side facing wall located on both sides of the groove for inserting the connecting portion of the connecting member from above, and is connected. The members are provided between the inner wall surface of the one-sided facing wall of the receiving member facing each other and the inner surface of the insertion portion, and the inner wall surface of the other facing wall of the receiving member facing each other and the inner surface of the insertion portion. It is characterized by being provided between them.
According to the joint of the concrete member according to the present invention, even if the receiving members embedded in the ends of the adjacent concrete members are displaced in the horizontal direction or the vertical direction, the receiving member and the connecting member are connected. You will be able to combine with.
The joint of a concrete member according to the present invention is a method of connecting concrete members using a joint, in which concrete members arranged so as to be adjacent to each other through a gap where end faces are joints. , A receiving member installed on the end side of each adjacent concrete member, a connecting member for connecting each adjacent receiving member, and a connecting means for connecting each adjacent receiving member and the connecting member. The receiving member includes a recess into which an insertion portion provided in the connecting member is inserted and a fixing portion fixed to the concrete of the concrete member, and the connecting member is inserted into each recess of each receiving member adjacent to each other. A pair of insertion portions to be joined to each receiving member and a connecting portion connecting the pair of insertion portions are provided, the connecting member includes a leading member and a trailing member, and the concrete member is connected by inserting. In the section installation step, one insertion portion of the connecting member is inserted into the recess of one receiving member to be installed, and the other insertion portion of the connecting member is inserted into the recess of the other receiving member to be installed. The step and the leading member installation step in which the leading member is installed between the inner wall surface of the facing wall facing each other and the inner surface of the insertion portion, and between the installed leading member and the inner wall surface of the facing wall, or It is characterized in that a trailing member installation step for inserting and installing the trailing member from above is provided between the installed leading member and the inner surface of the insertion portion.
According to the method for connecting concrete members according to the present invention, even when the receiving members embedded in the ends of the adjacent concrete members are displaced in the horizontal direction or the vertical direction, they are connected to the receiving members. It becomes possible to easily connect the members as designed.

による床版の接続構造を上方から見た図(実施形態1)。The figure which looked at the connection structure of the floor slab from above (Embodiment 1). 継手を示す分解斜視図(実施形態1)。An exploded perspective view showing a joint (Embodiment 1). 継手の各受部材と繋ぎ部材とが結合部材で連結された状態を示す斜視図(実施形態1)。FIG. 3 is a perspective view showing a state in which each receiving member of the joint and the connecting member are connected by a connecting member (Embodiment 1). 継手の各受部材と繋ぎ部材とが結合部材で連結された状態を示す平面図(実施形態1)。FIG. 5 is a plan view (Embodiment 1) showing a state in which each receiving member of the joint and the connecting member are connected by a connecting member. 隣り合う床版の接続方法の手順を示す説明図(実施形態1)。Explanatory drawing which shows the procedure of the connection method of adjacent floor slabs (Embodiment 1). 隣り合う床版の接続方法の手順を示す説明図(実施形態1)。Explanatory drawing which shows the procedure of the connection method of adjacent floor slabs (Embodiment 1). 隣り合う床版の接続方法の手順を示す説明図(実施形態1)。Explanatory drawing which shows the procedure of the connection method of adjacent floor slabs (Embodiment 1). 隣り合う床版の接続構造を示す断面図(実施形態2)。FIG. 2 is a cross-sectional view showing a connection structure of adjacent floor slabs (Embodiment 2). 隣り合う床版の接続構造を示す断面図(実施形態3)。FIG. 3 is a cross-sectional view showing a connection structure of adjacent floor slabs (Embodiment 3). 隣り合う床版の接続構造を示す断面図(実施形態4)。FIG. 6 is a cross-sectional view showing a connection structure of adjacent floor slabs (Embodiment 4). 隣り合う床版の接続構造の一部を示す断面図(実施形態10)。FIG. 5 is a cross-sectional view showing a part of a connection structure of adjacent floor slabs (Embodiment 10). 隣り合う床版の接続構造の一部を示す断面図(実施形態10)。FIG. 5 is a cross-sectional view showing a part of a connection structure of adjacent floor slabs (Embodiment 10). 隣り合う床版の接続構造の一部を示す断面図(実施形態10)。FIG. 5 is a cross-sectional view showing a part of a connection structure of adjacent floor slabs (Embodiment 10). 床版の接続構造のスペーサを示す斜視図(実施形態11)。FIG. 11 is a perspective view showing a spacer of a floor slab connection structure (Embodiment 11). 床版の接続構造のスペーサを示す分解斜視図(実施形態11)。An exploded perspective view showing a spacer of a connection structure of a deck (Embodiment 11). 床版の接続構造を示す断面図(実施形態11)。FIG. 11 is a cross-sectional view showing a connection structure of a deck slab (Embodiment 11).

実施形態1
例えば図1に示すように、橋軸直角方向(橋幅方向)Yに並設された図外の複数の主桁上に架け渡されて橋軸方向Xに沿って隣り合うコンクリート部材としての橋梁用コンクリートプレキャスト製の床版10,10同士を連結する実施形態1に係る継手1は、橋軸方向Xに沿って隣り合う各床版10,10のうちの一方の床版10の端部11側に設置された受部材2Aと、橋軸方向Xに沿って隣り合う各床版10,10のうちの他方の床版10の端部11側に設置された受部材2Bと、橋軸方向Xに沿って隣り合う一方の床版10の端部11に設置された受部材2Aと他方の床版10の端部11に設置された受部材2Bとを繋ぐ繋ぎ部材3と、互いに隣り合う各受部材2A,2Bと繋ぎ部材3とを結合させる結合部材4とを備えて構成される。
Embodiment 1
For example, as shown in FIG. 1, a bridge as a concrete member that is bridged over a plurality of non-figure main girders juxtaposed in the direction perpendicular to the bridge axis (bridge width direction) Y and adjacent to each other along the bridge axis direction X. The joint 1 according to the first embodiment for connecting the decks 10 and 10 made of concrete precast for use is the end portion 11 of one of the decks 10 and 10 adjacent to each other along the bridge axis direction X. The receiving member 2A installed on the side, the receiving member 2B installed on the end 11 side of the other deck 10 of the adjacent decks 10 and 10 along the bridge axis direction X, and the bridge axis direction. The connecting member 3 that connects the receiving member 2A installed at the end 11 of one of the decks 10 adjacent to each other along X and the receiving member 2B installed at the end 11 of the other deck 10 and adjacent to each other. It is configured to include a connecting member 4 for connecting the receiving members 2A and 2B and the connecting member 3.

そして、橋軸方向Xに沿って隣り合う床版10,10の接続構造は、図1に示すように、端面11s,11s同士が目地15となる隙間を介して互いに隣り合うように配置された各床版10,10と、目地15となる隙間に設置されたスペーサ5と、互いに隣り合うように配置された各床版10,10同士を接続する実施形態1に係る継手1と、目地15となる隙間に充填されたコンクリートやモルタル等の目地材16とを備えた構造である。 Then, as shown in FIG. 1, the connecting structures of the floor slabs 10 and 10 adjacent to each other along the bridge axis direction X are arranged so as to be adjacent to each other through a gap where the end faces 11s and 11s are joints 15. The joints 1 and the joints 15 according to the first embodiment that connect the floor slabs 10 and 10, the spacers 5 installed in the gaps to be the joints 15, and the floor slabs 10 and 10 arranged adjacent to each other. It is a structure provided with a joint material 16 such as concrete or mortar filled in the gap.

図2,図3に示すように、一方の受部材2Aは、繋ぎ部材3に設けられた一方の挿入部31Aが挿入される凹部21Aが形成された受部22Aと、床版10のコンクリートに定着される定着筋等の定着部23とを備える。
他方の受部材2Bは、繋ぎ部材3に設けられた他方の挿入部31Bが挿入される凹部21Bが形成された受部22Bと、床版10のコンクリートに定着される定着筋等の定着部23とを備える。
受部材2A,2Bは、水平面に設置された場合に、当該水平面と面接触する平行な面(平坦面)に形成された下面2u(図5(a)参照)を備える。
As shown in FIGS. 2 and 3, one receiving member 2A is formed on the receiving portion 22A in which the recess 21A into which the one inserting portion 31A provided in the connecting member 3 is inserted is formed, and the concrete of the floor slab 10. It is provided with a fixing portion 23 such as a fixing muscle to be fixed.
The other receiving member 2B includes a receiving portion 22B in which a recess 21B into which the other inserting portion 31B provided in the connecting member 3 is inserted is formed, and a fixing portion 23 such as a fixing bar fixed to the concrete of the floor slab 10. And.
The receiving members 2A and 2B include a lower surface 2u (see FIG. 5A) formed on a parallel surface (flat surface) that makes surface contact with the horizontal surface when installed on the horizontal surface.

尚、受部材2A,2Bは、下面2uが床版10の平坦な板面である下面10u(図5(a)参照)と平行になるように床版10の端部11側に設置され、従って、下面10uが水平面と接触するように床版10を設置した場合には、受部材2A,2Bの下面2uが水平面となる。
従って、以下、複数の主桁上に架け渡された床版10の下面10uと直交する方向を上下と定義するとともに、橋軸方向Xに沿って隣り合う各床版10,10の端面11s,11s(図1参照)に沿った水平方向(橋軸直角方向(橋幅方向)Y)を左右と定義して説明する。
The receiving members 2A and 2B are installed on the end 11 side of the deck 10 so that the lower surface 2u is parallel to the lower surface 10u (see FIG. 5A), which is the flat plate surface of the deck 10. Therefore, when the floor slab 10 is installed so that the lower surface 10u is in contact with the horizontal surface, the lower surface 2u of the receiving members 2A and 2B becomes the horizontal surface.
Therefore, hereinafter, the direction orthogonal to the lower surface 10u of the deck 10 bridged over the plurality of main girders is defined as the vertical direction, and the end faces 11s of the decks 10 and 10 adjacent to each other along the bridge axis direction X, The horizontal direction (the direction perpendicular to the bridge axis (bridge width direction) Y) along 11s (see FIG. 1) will be defined as left and right.

図2に示すように、繋ぎ部材3は、一方の受部材2Aの凹部21Aに挿入される一方の挿入部31Aと、他方の受部材2Bの凹部21Bに挿入される他方の挿入部31Bと、挿入部31Aと挿入部31Bとを繋ぐ連結部32とを備える。
連結部32は、一方の挿入部31Aの左右間の中央部と他方の挿入部31Bの左右間の中央部と連結する平板により形成される。当該連結部32は、後述の連結部挿入溝60の溝幅よりも若干狭い寸法の板厚の平板により形成される。
繋ぎ部材3は、水平面に設置された場合に、当該水平面と面接触する平行な面(平坦面)に形成された下面3u(図6(a)参照)を備える。
As shown in FIG. 2, the connecting member 3 includes one insertion portion 31A inserted into the recess 21A of one receiving member 2A and the other insertion portion 31B inserted into the recess 21B of the other receiving member 2B. A connecting portion 32 for connecting the insertion portion 31A and the insertion portion 31B is provided.
The connecting portion 32 is formed by a flat plate that connects the central portion between the left and right sides of one insertion portion 31A and the central portion between the left and right sides of the other insertion portion 31B. The connecting portion 32 is formed of a flat plate having a plate thickness slightly narrower than the groove width of the connecting portion insertion groove 60 described later.
The connecting member 3 includes a lower surface 3u (see FIG. 6A) formed on a parallel surface (flat surface) that makes surface contact with the horizontal surface when installed on a horizontal surface.

図2に示すように、繋ぎ部材3は、上から見てH形の上面3t、及び、下から見てH形の下面3uが、互いに平行に対向する平面に形成される。そして、挿入部31A,31Bの外面3f,3fが、互いに平行に対向するとともに上面3t及び下面3uと垂直をなす平面により形成されるとともに、挿入部31A,31Bの内面31a,31bが、互いに平行に対向するとともに上面3t及び下面3uと垂直をなす平面により形成される。
即ち、一方の挿入部31Aの内面31aと他方の挿入部31Bの内面31bとの間の対向間隔は、挿入部31Aの外面3fと挿入部31Bの外面3fとの間の対向間隔よりも短い。
As shown in FIG. 2, in the connecting member 3, the H-shaped upper surface 3t and the H-shaped lower surface 3u when viewed from above are formed on planes which face each other in parallel. The outer surfaces 3f and 3f of the insertion portions 31A and 31B are formed by planes that face each other in parallel and are perpendicular to the upper surface 3t and the lower surface 3u, and the inner surfaces 31a and 31b of the insertion portions 31A and 31B are parallel to each other. It is formed by a plane that faces the upper surface 3t and is perpendicular to the lower surface 3t and the lower surface 3u.
That is, the facing distance between the inner surface 31a of one insertion portion 31A and the inner surface 31b of the other insertion portion 31B is shorter than the facing distance between the outer surface 3f of the insertion portion 31A and the outer surface 3f of the insertion portion 31B.

図2及び図3に示すように、凹部21A,21Bは、例えば長方形状、正方形状等の底版25と、底版25の互いに対向する一方の一対の端縁のうちの一方の端縁側(例えば定着部23が設けられる側の辺縁側)より立ち上がるように設けられた妻壁26と、底版25の互いに対向する他方の一対の各端縁側よりそれぞれ立ち上がるように設けられた左右の側壁27,27と、底版25の互いに対向する一方の一対の端縁のうちの他方の端縁側(例えば定着部23が設けられる側とは反対側の辺縁側)より立ち上がるように設けられた対向壁28とで囲まれて、かつ、挿入部31A,31Bが挿入される挿入部挿入口、即ち、凹部21A,21Bの開口29が、妻壁26、側壁27,27、対向壁28の上端縁で囲まれた上部開口により形成された構成である。
底版25は、対向壁28が立ち上がる側の端縁以外の端縁が円形縁や多角形縁等に形成された形状であってもよい。即ち、凹部21A,21Bは、底版25の円形縁側や多角形縁側等から立ち上がるような左右の側壁27,27と妻壁26とが一体となった湾曲壁や多角形壁等と対向壁28とで囲まれるように形成された構成であってもよい。
As shown in FIGS. 2 and 3, the recesses 21A and 21B have a bottom plate 25 having a rectangular shape or a square shape, and one end edge side (for example, fixing) of a pair of end plates facing each other of the bottom plate 25. The end wall 26 provided so as to stand up from the side edge side on which the portion 23 is provided, and the left and right side walls 27 and 27 provided so as to stand up from the other pair of end edge sides of the bottom slab 25 facing each other. , Surrounded by an opposing wall 28 provided so as to stand up from the other edge side (for example, the veranda side opposite to the side on which the fixing portion 23 is provided) of the pair of opposite edge edges of the bottom slab 25. The upper part of the insertion portion insertion port into which the insertion portions 31A and 31B are inserted, that is, the opening 29 of the recesses 21A and 21B is surrounded by the end wall 26, the side walls 27 and 27, and the upper end edge of the facing wall 28. It is a structure formed by an opening.
The bottom slab 25 may have a shape in which the edge other than the edge on the side where the facing wall 28 rises is formed as a circular edge, a polygonal edge, or the like. That is, the recesses 21A and 21B include curved walls, polygonal walls, and the opposite wall 28 in which the left and right side walls 27, 27 and the end wall 26 that rise from the circular edge side or the polygonal edge side of the bottom slab 25 are integrated. The configuration may be formed so as to be surrounded by.

図2乃至図4に示すように、床版10の端部11側に設置される受部材2A,2Bの対向壁28の左右の中央位置には、繋ぎ部材3の連結部32を挿入するための連結部挿入溝60が形成されている。当該連結部挿入溝60は、開口29から底版25の内底面25a(図4参照)側に延長するように形成されている。
また、左右の側壁27,27の外面には、せん断抵抗を大きくするとともに床版10のコンクリートとの付着力を大きくするために、凹凸部61が形成されている。
As shown in FIGS. 2 to 4, in order to insert the connecting portion 32 of the connecting member 3 at the left and right center positions of the facing walls 28 of the receiving members 2A and 2B installed on the end 11 side of the floor slab 10. The connecting portion insertion groove 60 is formed. The connecting portion insertion groove 60 is formed so as to extend from the opening 29 to the inner bottom surface 25a (see FIG. 4) side of the bottom slab 25.
Further, uneven portions 61 are formed on the outer surfaces of the left and right side walls 27 and 27 in order to increase the shear resistance and the adhesive force of the floor slab 10 with concrete.

図4に示すように、受部材2A,2Bの対向壁28は、繋ぎ部材3の連結部32を上方から挿入するための連結部挿入溝60の両側に位置された一方側対向壁と他方側対向壁とを備える。即ち、連結部挿入溝60の左側に位置される一方側対向壁としての左側対向壁28Lと、当該連結部挿入溝60の右側に位置される他方側対向壁としての右側対向壁28Rとを備える。 As shown in FIG. 4, the facing walls 28 of the receiving members 2A and 2B are unilateral facing walls and the other side located on both sides of the connecting portion insertion groove 60 for inserting the connecting portion 32 of the connecting member 3 from above. It has an opposite wall. That is, the left side facing wall 28L as the one side facing wall located on the left side of the connecting portion insertion groove 60 and the right side facing wall 28R as the other side facing wall located on the right side of the connecting part insertion groove 60 are provided. ..

例えば図5(a)に示すように、凹部21A、及び、凹部21Bの底版25の内底面25aは下面2uと平行な平面に形成されており、妻壁26の内壁面26a、及び、側壁27,27の内壁面27aは、内底面25aに対して垂直面に形成されている。
そして、凹部21Aの左側対向壁28Lの内壁面28a、凹部21Aの右側対向壁28Rの内壁面28c、凹部21Bの左側対向壁28Lの内壁面28b、凹部21Bの右側対向壁28Rの内壁面28dは、底版25の内底面25aに対して垂直面に形成されている(図2,図4,図5(a)参照)。
For example, as shown in FIG. 5A, the recess 21A and the inner bottom surface 25a of the bottom plate 25 of the recess 21B are formed in a plane parallel to the lower surface 2u, and the inner wall surface 26a and the side wall 27 of the gable wall 26 are formed. , 27 The inner wall surface 27a is formed in a plane perpendicular to the inner bottom surface 25a.
The inner wall surface 28a of the left facing wall 28L of the recess 21A, the inner wall surface 28c of the right facing wall 28R of the recess 21A, the inner wall surface 28b of the left facing wall 28L of the recess 21B, and the inner wall surface 28d of the right facing wall 28R of the recess 21B are , Is formed on a plane perpendicular to the inner bottom surface 25a of the bottom plate 25 (see FIGS. 2, 4, and 5 (a)).

図4に示すように、受部材2A,2Bは、開口29及び連結部挿入溝60を外部に露出させた状態で受部22A,22Bが床版10の端部11側に埋め込まれ、妻壁26から床版10の中央側に延長するように設けられた定着部23が床版10に埋め込まれている。
即ち、開口29及び連結部挿入溝60が外部に露出して他の部分が床版10のコンクリートに埋設されるように受部材2A又は受部材2Bを図外の型枠に取付けた後に当該型枠内にコンクリートを流し込んでコンクリートを硬化させた後、受部材2A又は受部材2Bを型枠から取り外して脱型することにより、端部11側に受部材2A又は受部材2Bが埋め込まれて固定された橋梁用コンクリートプレキャスト製の床版10が形成される。
As shown in FIG. 4, in the receiving members 2A and 2B, the receiving portions 22A and 22B are embedded in the end portion 11 side of the deck 10 with the opening 29 and the connecting portion insertion groove 60 exposed to the outside, and the end wall. A fixing portion 23 provided so as to extend from 26 to the center side of the floor slab 10 is embedded in the floor slab 10.
That is, after the receiving member 2A or the receiving member 2B is attached to the formwork (not shown) so that the opening 29 and the connecting portion insertion groove 60 are exposed to the outside and the other portion is embedded in the concrete of the floor slab 10. After the concrete is poured into the frame to harden the concrete, the receiving member 2A or the receiving member 2B is removed from the formwork and removed from the mold, so that the receiving member 2A or the receiving member 2B is embedded and fixed on the end 11 side. A concrete precast floor slab 10 for bridges is formed.

スペーサ5は、互いに隣り合うように配置された各床版10,10の端面11s,11s間の目地15となる隙間部分において、互いに隣り合う各受部材2A,2Bの互いに対向する左側対向壁28L,28Lの外壁面62,62間、互いに対向する右側対向壁28R,28Rの外壁面63,63間の、2箇所に、それぞれ設置される(図2,図4参照)。 The spacer 5 is a left facing wall 28L of the receiving members 2A and 2B adjacent to each other in a gap portion serving as a joint 15 between the end faces 11s and 11s of the floor slabs 10 and 10 arranged so as to be adjacent to each other. , 28L outer wall surfaces 62 and 62, and right side facing walls 28R and 28R outer wall surfaces 63 and 63 facing each other are installed at two locations (see FIGS. 2 and 4).

スペーサ5は、互いに対向する各受部材2A,2Bの各対向壁28,28の各外壁面のうちの一方の外壁面62,63と接触した状態に設置される先行スペーサ5Aと、当該先行スペーサ5Aと、互いに対向する各受部材2A,2Bの各対向壁28,28の各外壁面のうちの他方の外壁面62,63との間に嵌入される後行スペーサ5Bとで構成される。
具体的には、図4に示すように、2つのスペーサ5,5…を用いている。
即ち、第1のスペーサ5は、一方の受部材2Aの左側対向壁28Lの外壁面62と接触した状態に設置される先行スペーサ5Aと、当該先行スペーサ5Aと他方の受部材2Aの左側対向壁28Lの外壁面62との間に嵌入される後行スペーサ5Bとで構成される。
第2の第1のスペーサ5は、一方の受部材2Aの右側対向壁28Rの外壁面63と接触した状態に設置される先行スペーサ5Aと、当該先行スペーサ5Aと他方の受部材2Aの右側対向壁28Rの外壁面63との間に嵌入される後行スペーサ5Bとで構成される。
このような、先行スペーサ5Aと後行スペーサ5Bとで構成されたスペーサ5を用いることによって、目地15の幅寸法、即ち、互いに隣り合う各受部材2A,2Bの互いに対向する対向壁28,28間の寸法の増減に対応可能となる。
The spacer 5 includes a leading spacer 5A installed in contact with one of the outer wall surfaces 62, 63 of the outer wall surfaces of the facing walls 28, 28 of the receiving members 2A, 2B facing each other, and the leading spacer 5A. It is composed of 5A and a trailing spacer 5B fitted between the other outer wall surfaces 62 and 63 of the outer wall surfaces of the facing walls 28 and 28 of the receiving members 2A and 2B facing each other.
Specifically, as shown in FIG. 4, two spacers 5, 5 ... Are used.
That is, the first spacer 5 includes a leading spacer 5A installed in contact with the outer wall surface 62 of the left facing wall 28L of one receiving member 2A, and the left facing wall of the leading spacer 5A and the other receiving member 2A. It is composed of a trailing spacer 5B fitted between the 28L outer wall surface 62.
The second first spacer 5 is a leading spacer 5A installed in contact with the outer wall surface 63 of the right facing wall 28R of one receiving member 2A, and the leading spacer 5A and the other receiving member 2A facing each other on the right side. It is composed of a trailing spacer 5B fitted between the wall 28R and the outer wall surface 63.
By using the spacer 5 composed of the leading spacer 5A and the trailing spacer 5B, the width dimension of the joint 15, that is, the opposing walls 28, 28 of the receiving members 2A, 2B adjacent to each other are opposed to each other. It becomes possible to cope with the increase and decrease of the dimensions between.

先行スペーサ5Aは、例えば図2,図5(a)に示すように、目地15となる隙間に設置された状態において、一方の受部材2Aの対向壁28(左側対向壁28Lの外壁面62又は右側対向壁28Rの外壁面63)と対向して上下左右に延長する平面に形成された取付面として機能する面(垂直面)5aと、当該面5aと対向して上下方向に傾斜する傾斜面5bと、当該面5aの上端縁と傾斜面5bの上端縁と繋ぐ上面と、当該面5aの下端縁と傾斜面5bの下端縁と繋ぐ下面とを備えた形状に形成される。
先行スペーサ5Aの傾斜面5bは、先行スペーサ5Aが目地15となる隙間に設置された状態において、下端縁から上端縁に向けて次第に面5aに近づく傾斜面に形成される。
As shown in FIGS. 2 and 5A, for example, the leading spacer 5A is installed in a gap serving as a joint 15, and the facing wall 28 of one receiving member 2A (the outer wall surface 62 of the left facing wall 28L) or A surface (vertical surface) 5a that functions as a mounting surface formed on a flat surface that faces the outer wall surface 63) of the right facing wall 28R and extends vertically and horizontally, and an inclined surface that faces the surface 5a and is inclined in the vertical direction. It is formed in a shape including 5b, an upper surface connecting the upper end edge of the surface 5a and the upper end edge of the inclined surface 5b, and a lower surface connecting the lower end edge of the surface 5a and the lower end edge of the inclined surface 5b.
The inclined surface 5b of the leading spacer 5A is formed on an inclined surface that gradually approaches the surface 5a from the lower end edge toward the upper end edge in a state where the leading spacer 5A is installed in the gap serving as the joint 15.

後行スペーサ5Bは、例えば図2,図5(c)に示すように、目地15となる隙間に設置された状態において、他方の受部材2Bの対向壁28(左側対向壁28Lの外壁面62又は右側対向壁28Rの外壁面63)と対向して上下左右に延長する平面に形成された面(垂直面)5aと、当該面5aと対向して上下方向に傾斜する傾斜面5bと、当該面5aの上端縁と傾斜面5bの上端縁と繋ぐ上面と、当該面5aの下端縁と傾斜面5bの下端縁と繋ぐ下面とを備えた形状に形成される。
後行スペーサ5Bの傾斜面5bは、後行スペーサ5Bが目地15となる隙間に設置された状態において、下端縁から上端縁に向けて次第に面5aから遠ざかる傾斜面に形成される。
As shown in FIGS. 2 and 5C, for example, the trailing spacer 5B is installed in the gap serving as the joint 15, and the facing wall 28 of the other receiving member 2B (the outer wall surface 62 of the left facing wall 28L). Alternatively, a surface (vertical surface) 5a formed on a plane extending vertically and horizontally and facing the outer wall surface 63) of the right side facing wall 28R, an inclined surface 5b facing the surface 5a and inclined in the vertical direction, and the said It is formed in a shape including an upper surface connecting the upper end edge of the surface 5a and the upper end edge of the inclined surface 5b, and a lower surface connecting the lower end edge of the surface 5a and the lower end edge of the inclined surface 5b.
The inclined surface 5b of the trailing spacer 5B is formed on an inclined surface gradually moving away from the surface 5a from the lower end edge toward the upper end edge in a state where the trailing spacer 5B is installed in the gap serving as the joint 15.

換言すれば、先行スペーサ5A及び後行スペーサ5Bは、目地15となる隙間に設置された状態においての垂直縦断面が台形のブロック体に形成される。当該台形は、台形の下底と一方の脚とのなす角度が90°である。
そして、先行スペーサ5Aは、台形の下底を含む下面が下方に位置するように、目地15となる隙間に設置される(図5(a)参照)。
また、後行スペーサ5Bは、台形の上底を含む下面が下方に位置するように、目地15となる隙間に設置される(図5(c)参照)。
In other words, the leading spacer 5A and the trailing spacer 5B are formed in a block body having a trapezoidal vertical cross section in a state of being installed in the gap serving as the joint 15. The angle between the lower base of the trapezoid and one leg of the trapezoid is 90 °.
Then, the leading spacer 5A is installed in the gap serving as the joint 15 so that the lower surface including the lower bottom of the trapezoid is located downward (see FIG. 5A).
Further, the trailing spacer 5B is installed in the gap serving as the joint 15 so that the lower surface including the upper bottom of the trapezoid is located downward (see FIG. 5C).

結合部材4は、互いに隣り合うように受部材2Aと受部材2Bとが設置され、繋ぎ部材3の一方の挿入部31Aが一方の受部材2Aの凹部21Aに挿入されてかつ繋ぎ部材3の他方の挿入部31Bが他方の受部材2Bの凹部21Bに挿入された後に、一方の受部材2Aの凹部21Aの対向壁28と一方の挿入部31Aとの間、及び、他方の受部材2Bの凹部21Bの対向壁28と他方の挿入部31Bとの間に設置される(図7(b)参照)。 In the connecting member 4, the receiving member 2A and the receiving member 2B are installed so as to be adjacent to each other, and one insertion portion 31A of the connecting member 3 is inserted into the recess 21A of the one receiving member 2A and the other of the connecting member 3. Is inserted into the recess 21B of the other receiving member 2B, and then between the facing wall 28 of the recess 21A of the one receiving member 2A and the one inserting portion 31A, and the recess of the other receiving member 2B. It is installed between the facing wall 28 of 21B and the other insertion portion 31B (see FIG. 7B).

具体的には、結合部材4は、図4に示すように、一方の受部材2Aの凹部21Aの左側対向壁28Lの内壁面28aと一方の挿入部31Aの内面31aとの間、一方の受部材2Aの凹部21Aの右側対向壁28Rの内壁面28cと一方の挿入部31Aの内面31aとの間、他方の受部材2Bの凹部21Bの左側対向壁28Lの内壁面28bと他方の挿入部31Bの内面31bとの間、他方の受部材2Bの凹部21Bの右側対向壁28Rの内壁面28dと他方の挿入部31Bの内面31bとの間の、4箇所に、それぞれ設置される。 Specifically, as shown in FIG. 4, the coupling member 4 receives one of the inner wall surface 28a of the left side facing wall 28L of the recess 21A of the one receiving member 2A and the inner surface 31a of the one inserting portion 31A. Between the inner wall surface 28c of the right side facing wall 28R of the recess 21A of the member 2A and the inner surface 31a of one insertion portion 31A, the inner wall surface 28b of the left facing wall 28L of the recess 21B of the other receiving member 2B and the other insertion portion 31B. It is installed at four locations between the inner surface 31b of the other receiving member 2B, the inner wall surface 28d of the right side facing wall 28R of the recess 21B of the other receiving member 2B, and the inner surface 31b of the other insertion portion 31B.

そして、結合部材4は、互いに対向する対向壁の内壁面と挿入部の内面とのうちの一方の面と対向した状態に設置される先行部材4Aと、当該先行部材4Aと、互いに対向する対向壁の内壁面と挿入部の内面とのうちの他方の面との間に嵌入される後行部材4Bとで構成される。 Then, the coupling member 4 has a leading member 4A installed so as to face one of the inner wall surface of the facing wall facing each other and the inner surface of the insertion portion, and the leading member 4A facing each other. It is composed of a trailing member 4B fitted between the inner wall surface of the wall and the other surface of the inner surface of the insertion portion.

先行部材4Aは、例えば図7(a)に示すように、一方の受部材2Aの対向壁28と一方の挿入部31Aとの間、及び、他方の受部材2Bの対向壁28と他方の挿入部31Bとの間に挿入され、下面が内底面25aに載置されてかつ後述する面4bが対向壁28と平行に対向するように配置される。
当該先行部材4Aは、一方の受部材2Aの対向壁28と一方の挿入部31Aとの間、又は、他方の受部材2Bの対向壁28と他方の挿入部31Bとの間に挿入され、下面が内底面25aに載置された状態で、上下左右に延長する平面に形成された面(垂直面)4bと、当該面4bと対向して上下方向に傾斜する傾斜面4aと、当該面4bの上端縁と傾斜面4aの上端縁と繋ぐ上面と、当該面4bの下端縁と傾斜面4aの下端縁と繋ぐ下面とを備えた形状に形成される。
先行部材4Aの傾斜面4aは、先行部材4Aの下面が内底面25aに載置された状態において、下端縁から上端縁に向けて次第に面4bに近づく傾斜面に形成される。
As shown in FIG. 7A, for example, the leading member 4A is inserted between the facing wall 28 of one receiving member 2A and one insertion portion 31A, and between the facing wall 28 of the other receiving member 2B and the other. It is inserted between the portion 31B, the lower surface is placed on the inner bottom surface 25a, and the surface 4b described later is arranged so as to face parallel to the facing wall 28.
The leading member 4A is inserted between the facing wall 28 of one receiving member 2A and one insertion portion 31A, or between the facing wall 28 of the other receiving member 2B and the other insertion portion 31B, and the lower surface thereof. A surface (vertical surface) 4b formed on a flat surface extending vertically and horizontally, an inclined surface 4a that faces the surface 4b and is inclined in the vertical direction, and the surface 4b. It is formed in a shape including an upper surface connecting the upper end edge of the surface 4a and the upper end edge of the inclined surface 4a, and a lower surface connecting the lower end edge of the surface 4b and the lower end edge of the inclined surface 4a.
The inclined surface 4a of the leading member 4A is formed on an inclined surface that gradually approaches the surface 4b from the lower end edge toward the upper end edge in a state where the lower surface of the leading member 4A is placed on the inner bottom surface 25a.

後行部材4Bは、例えば図7(b)に示すように、設置された先行部材4Aと一方の挿入部31Aとの間、又は、設置された先行部材4Aと他方の挿入部31Bとの間に挿入された状態において、一方の挿入部31Aの内面31a、又は、他方の挿入部31Bの内面31bと対向して上下左右に延長する平面に形成された面(垂直面)4bと、当該面4bと対向して上下方向に傾斜して先に設置された先行部材4Aの傾斜面4aと接触する傾斜面4aと、当該面4bの上端縁と傾斜面4aの上端縁と繋ぐ上面と、当該面4bの下端縁と傾斜面4aの下端縁と繋ぐ下面とを備えた形状に形成される。
後行部材4Bの傾斜面4aは、後行スペーサ4Bが、先行部材4Aと一方の挿入部31Aとの間、又は、先行部材4Aと他方の挿入部31Bとの間に設置された状態において、下端縁から上端縁に向けて次第に面4bから遠ざかる傾斜面に形成される。
As shown in FIG. 7B, for example, the trailing member 4B is located between the installed leading member 4A and one insertion portion 31A, or between the installed leading member 4A and the other insertion portion 31B. A plane (vertical plane) 4b formed on a plane extending vertically and horizontally facing the inner surface 31a of one insertion portion 31A or the inner surface 31b of the other insertion portion 31B in a state of being inserted into the above surface. An inclined surface 4a that is inclined in the vertical direction facing 4b and comes into contact with the inclined surface 4a of the preceding member 4A installed earlier, an upper surface that connects the upper end edge of the surface 4b and the upper end edge of the inclined surface 4a, and the said It is formed in a shape including a lower end edge of the surface 4b and a lower surface connecting the lower end edge of the inclined surface 4a.
The inclined surface 4a of the trailing member 4B is in a state where the trailing spacer 4B is installed between the leading member 4A and one insertion portion 31A, or between the leading member 4A and the other insertion portion 31B. It is formed on an inclined surface gradually moving away from the surface 4b from the lower end edge toward the upper end edge.

換言すれば、先行部材4A及び後行部材4Bは、設置状態においての垂直縦断面が台形のブロック体に形成される。当該台形は、台形の下底と一方の脚とのなす角度が90°である。
そして、先行部材4Aは、台形の下底を含む下面が内底面25aに載置されるように設置される。
また、後行部材4Bは、台形の上底を含む下面が下方に位置するように設置される。
In other words, the leading member 4A and the trailing member 4B are formed in a block body having a trapezoidal vertical cross section in the installed state. The angle between the lower base of the trapezoid and one leg of the trapezoid is 90 °.
Then, the leading member 4A is installed so that the lower surface including the trapezoidal lower bottom is placed on the inner bottom surface 25a.
Further, the trailing member 4B is installed so that the lower surface including the upper bottom of the trapezoid is located downward.

実施形態1においては、具体的には、図4,図7(a),図7(b)に示すように、互いに隣り合う各受部材2A,2Bと繋ぎ部材3とが、4つの結合部材4,4…により結合された構成となっている。
即ち、第1の結合部材4は、下面が内底面25aに載置された状態で、面4bが、一方の受部材2Aの凹部21Aの左側対向壁28Lの内壁面28aと平行に対向するように設置された先行部材4Aと、当該設置された先行部材4Aと一方の挿入部31Aの内面31aとの間に嵌入された後行部材4Bとで構成される。
第2の結合部材4は、下面が内底面25aに載置された状態で、面4bが、一方の受部材2Aの凹部21Aの右側対向壁28Rの内壁面28cと平行に対向するように設置された先行部材4Aと、当該設置された先行部材4Aと一方の挿入部31Aの内面31aとの間に嵌入された後行部材4Bとで構成される。
第3の結合部材4は、下面が内底面25aに載置された状態で、面4bが、他方の受部材2Bの凹部21Bの左側対向壁28Lの内壁面28bと平行に対向するように設置された先行部材4Aと、当該設置された先行部材4Aと他方の挿入部31Bの内面31bとの間に嵌入された後行部材4Bとで構成される。
第4の結合部材4は、下面が内底面25aに載置された状態で、面4bが、他方の受部材2Bの凹部21Bの右側対向壁28Rの内壁面28dと平行に対向するように設置された先行部材4Aと、当該設置された先行部材4Aと他方の挿入部31Bの内面31bとの間に嵌入された後行部材4Bとで構成される。
In the first embodiment, specifically, as shown in FIGS. 4, 7 (a) and 7 (b), the receiving members 2A and 2B adjacent to each other and the connecting member 3 are four connecting members. It has a structure connected by 4, 4 ...
That is, in the first coupling member 4, the surface 4b faces parallel to the inner wall surface 28a of the left side facing wall 28L of the recess 21A of one receiving member 2A with the lower surface mounted on the inner bottom surface 25a. It is composed of a leading member 4A installed in the above, and a trailing member 4B fitted between the installed leading member 4A and the inner surface 31a of one of the insertion portions 31A.
The second coupling member 4 is installed so that the surface 4b faces parallel to the inner wall surface 28c of the right side facing wall 28R of the recess 21A of one receiving member 2A with the lower surface mounted on the inner bottom surface 25a. It is composed of a leading member 4A that has been formed, and a trailing member 4B that is fitted between the installed leading member 4A and the inner surface 31a of one of the insertion portions 31A.
The third coupling member 4 is installed so that the surface 4b faces the inner wall surface 28b of the left side facing wall 28L of the recess 21B of the other receiving member 2B in a state where the lower surface is placed on the inner bottom surface 25a. It is composed of a leading member 4A that has been formed, and a trailing member 4B that is fitted between the installed leading member 4A and the inner surface 31b of the other insertion portion 31B.
The fourth coupling member 4 is installed so that the surface 4b faces the inner wall surface 28d of the right side facing wall 28R of the recess 21B of the other receiving member 2B in a state where the lower surface is placed on the inner bottom surface 25a. It is composed of a leading member 4A that has been formed, and a trailing member 4B that is fitted between the installed leading member 4A and the inner surface 31b of the other insertion portion 31B.

次に、床版10,10の接続方法を詳細に説明する。
まず、図5(a)に示すように、橋軸方向Xに沿って隣り合うように設置する各床版10,10のうちの例えば一方の床版10の受部材2Aの対向壁28に予め先行スペーサ5Aを設置しておく。
当該先行スペーサ5Aの設置は、例えば、図4に示す、受部材2Aの左側対向壁28Lの外壁面62及び右側対向壁28Rの外壁面63、又は、当該外壁面62,63と対向する先行スペーサ5Aの面5aの少なくとも一方に接着剤を塗布した後に、先行スペーサ5Aの面5aと対向壁28の外壁面62や外壁面63とを接着することで、当該外壁面62及び当該外壁面63にそれぞれ先行スペーサ5Aを取付けておく。
即ち、面5aが一方の受部材2Aの左側対向壁28Lの外壁面62と接触した状態に設置された先行スペーサ5Aは、他方の受部材2Bの左側対向壁28Lの外壁面62と対向する面が、上方に向かうほど当該他方の受部材2Bの左側対向壁28Lの外壁面62との間隔が大きくなるような傾斜面5bに形成される(図5(a)参照)。
同様に、面5aが一方の受部材2Aの右側対向壁28Rの外壁面63と接触した状態に設置された先行スペーサ5Aは、他方の受部材2Bの右側対向壁28Rの外壁面63と対向する面が、上方に向かうほど当該他方の受部材2Bの右側対向壁28Rの外壁面63との間隔が大きくなるような傾斜面5bに形成される(図5(a)参照)。
Next, a method of connecting the floor slabs 10 and 10 will be described in detail.
First, as shown in FIG. 5A, in advance on the facing wall 28 of the receiving member 2A of, for example, one of the decks 10 and 10 installed so as to be adjacent to each other along the bridge axis direction X. The leading spacer 5A is installed.
The leading spacer 5A is installed, for example, as shown in FIG. 4, the outer wall surface 62 of the left facing wall 28L of the receiving member 2A and the outer wall surface 63 of the right facing wall 28R, or the leading spacer facing the outer wall surfaces 62, 63. After applying an adhesive to at least one of the surfaces 5a of the 5A, the surface 5a of the leading spacer 5A and the outer wall surface 62 or the outer wall surface 63 of the facing wall 28 are adhered to the outer wall surface 62 and the outer wall surface 63. A leading spacer 5A is attached to each.
That is, the leading spacer 5A installed so that the surface 5a is in contact with the outer wall surface 62 of the left side facing wall 28L of one receiving member 2A is the surface facing the outer wall surface 62 of the left side facing wall 28L of the other receiving member 2B. Is formed on the inclined surface 5b so that the distance between the left side facing wall 28L and the outer wall surface 62 of the other receiving member 2B becomes larger toward the upper side (see FIG. 5A).
Similarly, the leading spacer 5A installed so that the surface 5a is in contact with the outer wall surface 63 of the right side facing wall 28R of one receiving member 2A faces the outer wall surface 63 of the right side facing wall 28R of the other receiving member 2B. The surface is formed on an inclined surface 5b such that the distance between the other receiving member 2B and the outer wall surface 63 of the right side facing wall 28R increases toward the upper side (see FIG. 5A).

そして、図5(a)に示すように、先行スペーサ5Aが取付けられた一方の床版10を桁上に設置するとともに、他方の床版10の受部材2Bの対向壁28と一方の床版10の受部材2Aの対向壁28とが目地幅を介して対向するように、他方の床版10を桁上に設置する。
次に、図5(b),図5(c),図4に示すように、他方の床版10の受部材2Bの左側対向壁28Lの外壁面62と先行スペーサ5Aの傾斜面5bとの間で形成された設置空間、及び、他方の床版10の受部材2Bの右側対向壁28Rの外壁面63と先行スペーサ5Aの傾斜面5bとの間で形成された設置空間に、それぞれ、後行スペーサ5Bを嵌入して設置する。
即ち、一つの後行スペーサ5Bの面5aと他方の床版10の受部材2Bの左側対向壁28Lの外壁面62とを接触させるとともに、当該後行スペーサ5Bの傾斜面5bと先行スペーサ5Aの傾斜面5bとを接触させながら、当該一つの後行スペーサ5Bを下方に押し込んで、一つの後行スペーサ5Bを設置空間に嵌入させる。
同様に、もう一つの後行スペーサ5Bの面5aと他方の床版10の受部材2Bの右側対向壁28Rの外壁面63とを接触させるとともに、当該後行スペーサ5Bの傾斜面5bと先行スペーサ5Aの傾斜面5bとを接触させながら、当該後行スペーサ5Bを下方に押し込んで、当該後行スペーサ5Bを設置空間に嵌入させる。
即ち、後行スペーサ5B,5Bは、先行スペーサ5A,5Aの傾斜面5b,5bと接触する傾斜面5b,5b及び他方の受部材2Bの左側対向壁28Lの外壁面62及び右側対向壁28Rの外壁面63と接触する面5a,5aを有するように構成されている(図5(c),図4参照)。
以上により、互いに対向する左側対向壁28L,28Lの外壁面62,62間と、互いに対向する右側対向壁28R,28Rの外壁面63,63間とに、それぞれ、スペーサ5が設置される(図5(c),図4参照)。
このようなスペーサ5を用いたことにより、目地15の幅寸法にばらつきが生じた場合でも、対応可能となる。
Then, as shown in FIG. 5A, one floor slab 10 to which the leading spacer 5A is attached is installed on the girder, and the opposite wall 28 of the receiving member 2B of the other floor slab 10 and one floor slab are installed. The other floor slab 10 is installed on the girder so that the facing wall 28 of the receiving member 2A of 10 faces the facing wall 28 via the joint width.
Next, as shown in FIGS. 5 (b), 5 (c), and 4, the outer wall surface 62 of the left facing wall 28L of the receiving member 2B of the other deck 10 and the inclined surface 5b of the leading spacer 5A In the installation space formed between the floor slabs 10 and the outer wall surface 63 of the right facing wall 28R of the receiving member 2B of the other deck 10 and the inclined surface 5b of the leading spacer 5A, respectively, the rear Insert the row spacer 5B and install it.
That is, the surface 5a of one trailing spacer 5B and the outer wall surface 62 of the left facing wall 28L of the receiving member 2B of the other deck 10 are brought into contact with each other, and the inclined surface 5b of the trailing spacer 5B and the leading spacer 5A are brought into contact with each other. While making contact with the inclined surface 5b, the one trailing spacer 5B is pushed downward to fit the one trailing spacer 5B into the installation space.
Similarly, the surface 5a of the other trailing spacer 5B and the outer wall surface 63 of the right facing wall 28R of the receiving member 2B of the other deck 10 are brought into contact with each other, and the inclined surface 5b of the trailing spacer 5B and the leading spacer are brought into contact with each other. While contacting the inclined surface 5b of 5A, the trailing spacer 5B is pushed downward to fit the trailing spacer 5B into the installation space.
That is, the trailing spacers 5B and 5B are formed on the outer wall surface 62 and the right side facing wall 28L of the left side facing wall 28L of the inclined surfaces 5b and 5b and the other receiving member 2B that come into contact with the inclined surfaces 5b and 5b of the preceding spacers 5A and 5A. It is configured to have surfaces 5a and 5a that come into contact with the outer wall surface 63 (see FIGS. 5 (c) and 4).
As described above, spacers 5 are installed between the outer wall surfaces 62 and 62 of the left side facing walls 28L and 28L facing each other and between the outer wall surfaces 63 and 63 of the right side facing walls 28R and 28R facing each other (FIG. FIG. 5 (c), see FIG. 4).
By using such a spacer 5, even if the width dimension of the joint 15 varies, it becomes possible to deal with it.

次に、図6に示すように、繋ぎ部材3の一方の挿入部31Aを一方の受部材2Aの凹部21Aに挿入するとともに、繋ぎ部材3の他方の挿入部31Bを他方の受部材2Bの凹部21Bに挿入して、一方の挿入部31Aの下面3uを一方の受部材2Aの凹部21Aの内底面25aに載置するとともに、他方の挿入部31Bの下面3uを他方の受部材2Bの凹部21Bの内底面25aに載置する。
この場合、図6(a),図4に示すように、一方の挿入部31Aの内面31aと一方の受部材2Aの凹部21Aの対向壁28の内壁面28a,28cとを、結合部材4を設置するための所定の間隔を隔てて互いに平行に対向させるとともに、他方の挿入部31Bの内面31bと他方の受部材2Bの凹部21Bの対向壁28の内壁面28b,28dとを、結合部材4を設置するための所定の間隔を隔てて互いに平行に対向させる。
Next, as shown in FIG. 6, one insertion portion 31A of the connecting member 3 is inserted into the recess 21A of one receiving member 2A, and the other inserting portion 31B of the connecting member 3 is inserted into the recess 21B of the other receiving member 2B. Inserted into 21B, the lower surface 3u of one insertion portion 31A is placed on the inner bottom surface 25a of the recess 21A of one receiving member 2A, and the lower surface 3u of the other inserting portion 31B is placed in the recess 21B of the other receiving member 2B. It is placed on the inner bottom surface 25a of the.
In this case, as shown in FIGS. 6A and 4, the connecting member 4 is formed by connecting the inner surface 31a of one insertion portion 31A and the inner wall surfaces 28a and 28c of the facing wall 28 of the recess 21A of the one receiving member 2A. The coupling member 4 is opposed to each other in parallel with a predetermined interval for installation, and the inner surfaces 31b of the other insertion portion 31B and the inner walls 28b and 28d of the facing wall 28 of the recess 21B of the other receiving member 2B are connected to each other. Are opposed to each other in parallel with a predetermined interval for installation.

そして、図7(a),図4に示すように、各結合部材4,4…の各先行部材4A,4A…の面4b,4b…が、内壁面28a,28c,28b,28dのそれぞれと対向して、かつ、下面が内底面25aに載置されるように、各先行部材4A,4A…を4か所の所定の位置に設置する。
次に、図7(a),図4に示すように、面4b,4bが内壁面28a,28cと対向するように設置された各先行部材4A,4A…の面4a,4aと一方の挿入部31Aの内面31a,31aとの間により形成された結合部材嵌入空間4u,4u、さらには、面4b,4bが内壁面28b,28dと対向するように設置された各先行部材4A,4A…の面4a,4aと他方の挿入部31Bの内面31b,31bとの間により形成された結合部材嵌入空間4u,4uに、それぞれ、後行部材4B,4B,4B,4Bを嵌入する。
即ち、互いに対向する対向壁の内壁面と挿入部の内面との間に設置された先行部材4Aは、互いに対向する対向壁の内壁面及び挿入部の内面のうちの一方の面(図7(a)の内面31a,31a,31b,31b)と間隔を隔てて対向する面が、上方に向かうほど当該一方の面との間隔が大きくなるような傾斜面4aに形成され、後行部材4Bは、図7(b)に示すように、当該先行部材4Aの傾斜面4aと接触する傾斜面4a及び当該一方の面と接触する面4bを有するように構成される。
この場合、各後行部材4B,4B…を各結合部材嵌入空間4u,4u…に嵌入することにより、各先行部材4Aが各後行部材4Bにより押圧されて各先行部材4Aの面4bと各挿入部31A,31Bの内面31a,31bとが強固に接触した状態となるとともに、各後行部材4Bの傾斜面4aと各先行部材4Aの傾斜面4aとが強固に接触して、かつ、各後行部材4Bの面4bと各対向壁28の各内壁面28a,28c,28b,28dとが強固に接触した状態となる。
従って、先行部材4Aと後行部材4Bとで構成された結合部材4により、一方の挿入部31Aと一方の受部材2Aとが互いに密着して固定状態に結合されるとともに、他方の挿入部31Bと他方の受部材2Bとが固定状態に結合されて、互いに隣り合う床版10,10同士が連結されることになる。
また、繋ぎ部材3の挿入部31Bにおいて連結部32を挟んで左右に隣り合う一対の内面31a,31a,31b,31bにそれぞれ対応するように結合部材4,4,4,4が設置されるので、各受部材2A,2Bと繋ぎ部材3との結合において、左右のバランスが良好な固定状態を維持できるようになる(図4参照)。
Then, as shown in FIGS. 7A and 4, the surfaces 4b, 4b ... Of the preceding members 4A, 4A ... Of the connecting members 4, 4 ... Are with the inner wall surfaces 28a, 28c, 28b, 28d, respectively. The leading members 4A, 4A ... Are installed at four predetermined positions so as to face each other and the lower surface is placed on the inner bottom surface 25a.
Next, as shown in FIGS. 7A and 4, one of the surfaces 4a and 4a of the preceding members 4A, 4A ... Installed so that the surfaces 4b and 4b face the inner wall surfaces 28a and 28c is inserted. The coupling member fitting spaces 4u and 4u formed between the inner surfaces 31a and 31a of the portion 31A, and the preceding members 4A and 4A installed so that the surfaces 4b and 4b face the inner wall surfaces 28b and 28d. The trailing members 4B, 4B, 4B, 4B are fitted into the coupling member fitting spaces 4u, 4u formed between the surfaces 4a, 4a of the above surface and the inner surfaces 31b, 31b of the other insertion portion 31B, respectively.
That is, the leading member 4A installed between the inner wall surface of the facing wall facing each other and the inner surface of the insertion portion is one surface of the inner wall surface of the facing wall facing each other and the inner surface of the insertion portion (FIG. 7 (FIG. 7). The surfaces facing the inner surfaces 31a, 31a, 31b, 31b) of a) at intervals are formed on the inclined surface 4a so that the distance from the one surface increases toward the upper side, and the trailing member 4B is formed. As shown in FIG. 7B, the preceding member 4A is configured to have an inclined surface 4a in contact with the inclined surface 4a and a surface 4b in contact with one of the inclined surfaces.
In this case, by fitting each trailing member 4B, 4B ... into each coupling member fitting space 4u, 4u ..., each leading member 4A is pressed by each trailing member 4B, and the surface 4b of each leading member 4A and each The inner surfaces 31a and 31b of the insertion portions 31A and 31B are in strong contact with each other, and the inclined surface 4a of each trailing member 4B and the inclined surface 4a of each leading member 4A are in strong contact with each other. The surface 4b of the trailing member 4B and the inner wall surfaces 28a, 28c, 28b, 28d of each facing wall 28 are in a state of being firmly in contact with each other.
Therefore, by the connecting member 4 composed of the leading member 4A and the trailing member 4B, one insertion portion 31A and one receiving member 2A are brought into close contact with each other and are coupled in a fixed state, and the other insertion portion 31B. And the other receiving member 2B are connected in a fixed state, and the floor slabs 10 and 10 adjacent to each other are connected to each other.
Further, in the insertion portion 31B of the connecting member 3, the connecting members 4, 4, 4, 4 are installed so as to correspond to the pair of inner surfaces 31a, 31a, 31b, 31b adjacent to each other on the left and right sides of the connecting portion 32, respectively. In the connection between the receiving members 2A and 2B and the connecting member 3, the left and right balance can be maintained in a good fixed state (see FIG. 4).

さらに、橋軸方向Xに沿って隣り合う床版10,10同士が継手1で連結された後、図7(c)に示すように、凹部21A,21B内、及び、凹部21A,21Bと繋ぎ部材3の上方に目地材16を充填することにより、繋ぎ部材3の凹部21A,21Bからの抜け防止が図れるとともに、図1に示すように、隣り合う床版10,10の端面11s,11s間の隙間である目地15に目地材16を充填することにより、互いに隣り合う床版10,10同士の接合が完了する。 Further, after the adjacent floor slabs 10 and 10 are connected by the joint 1 along the bridge axis direction X, they are connected to the recesses 21A and 21B and the recesses 21A and 21B as shown in FIG. 7 (c). By filling the joint material 16 above the member 3, it is possible to prevent the connecting member 3 from coming off from the recesses 21A and 21B, and as shown in FIG. 1, between the end faces 11s and 11s of the adjacent floor slabs 10 and 10. By filling the joint material 15 which is the gap between the two, the joints of the floor slabs 10 and 10 adjacent to each other are completed.

即ち、実施形態1に係る床版の接続方法は、互いに隣り合うように配置された各床版10,10の端面11s,11s間の目地15となる隙間部分において、互いに隣り合う各受部材2A,2Bの互いに対向する左側対向壁28L,28Lの外壁面62,62間、互いに対向する右側対向壁28R,28Rの外壁面63,63間に、それぞれ、スペーサ5を設置するスペーサ設置ステップと、繋ぎ部材3の一方の挿入部31Aを一方の受部材2Aの凹部21Aに挿入して設置するとともに、繋ぎ部材3の他方の挿入部31Bを他方の受部材2Bの凹部21Bに挿入して設置する挿入部設置ステップと、結合部材4を構成する先行部材4Aを、互いに対向する対向壁28の内壁面28a,28c,28b,28dと挿入部31A,31Bの内面31a,31a,31b,31bとの間に設置する先行部材設置ステップと、当該設置された先行部材4Aと挿入部31A,31Bの内面31a,31a,31b,31bとの間に、上方から結合部材4を構成する後行部材4Bを嵌入して設置する後行部材設置ステップと備えた接続方法である。
実施形態1に係る床版の接続方法によれば、隣り合う各床版10,10の端部に埋設された各受部材2A,2B同士の左右方向や上下方向のずれが生じた場合であっても、受部材2A,2Bと繋ぎ部材3とを設計通りに容易に結合できるようになる。
That is, in the method of connecting the floor slabs according to the first embodiment, the receiving members 2A adjacent to each other in the gap portion serving as the joint 15 between the end faces 11s and 11s of the floor slabs 10 and 10 arranged so as to be adjacent to each other. , 2B, spacer installation steps for installing spacers 5 between the outer walls 62 and 62 of the left facing walls 28L and 28L facing each other and between the outer walls 63 and 63 of the right facing walls 28R and 28R facing each other, respectively. One insertion portion 31A of the connecting member 3 is inserted into the recess 21A of one receiving member 2A and installed, and the other insertion portion 31B of the connecting member 3 is inserted into the recess 21B of the other receiving member 2B and installed. The insertion portion installation step and the leading member 4A constituting the coupling member 4 are formed by the inner wall surfaces 28a, 28c, 28b, 28d of the facing walls 28 facing each other and the inner surfaces 31a, 31a, 31b, 31b of the insertion portions 31A, 31B. A trailing member 4B constituting the coupling member 4 is provided from above between the leading member installation step to be installed between the preceding member 4A and the inner surfaces 31a, 31a, 31b, 31b of the inserted portions 31A, 31B. It is a connection method provided with a trailing member installation step of fitting and installing.
According to the floor slab connecting method according to the first embodiment, there is a case where the receiving members 2A and 2B embedded in the ends of the adjacent floor slabs 10 and 10 are displaced in the horizontal direction and the vertical direction. However, the receiving members 2A and 2B and the connecting member 3 can be easily connected as designed.

実施形態1に係る床版10の接続構造のように、目地15となる隙間にスペーサ5を設置した場合、当該スペーサ5が反力装置として機能する。即ち、受部材2A,2Bの凹部21A,21Bに繋ぎ部材3の挿入部31A,31Bを挿入し、結合部材嵌入空間4uに結合部材4を嵌入した際には、繋ぎ部材3には水平方向の引張力が生じる。このため、各受部材2A,2Bと繋ぎ部材3及び結合部材4との接触部分を介して各床版10,10同士を互いに引き寄せる方向に力が働く。この際、当該引き寄せ力が主桁上に設置された床版10と主桁との摩擦抵抗よりも大きければ、床版10,10同士が過剰に近付こうとするために、受部材2A,2Bと繋ぎ部材3とが堅固に一体化しない可能性がある。
しかしながら、実施形態1では、目地部分を挟んで対向する各受部材2A,2Bの対向壁28,28間に設置されたスペーサ5が反力装置として機能することによって、床版10,10同士を引き寄せる方向に働く引き寄せ力を抑制でき、床版10,10同士が過剰に近付こうとすることが防止される。
さらに、各床版10,10同士を互いに引き寄せる方向に働く力に応じた逆向きの力(反力)がスペーサ5から受部材2A,2Bの対向壁28,28の外面(外壁面62,62、及び、外壁面63,63)に付与されることによって、受部材2A,2Bと繋ぎ部材3との堅固な一体化が可能となる。
When the spacer 5 is installed in the gap serving as the joint 15 as in the connection structure of the floor slab 10 according to the first embodiment, the spacer 5 functions as a reaction force device. That is, when the insertion portions 31A and 31B of the connecting member 3 are inserted into the recesses 21A and 21B of the receiving members 2A and 2B and the connecting member 4 is fitted into the connecting member fitting space 4u, the connecting member 3 is in the horizontal direction. Tensile force is generated. Therefore, a force acts in the direction of attracting the floor slabs 10 and 10 to each other through the contact portions between the receiving members 2A and 2B and the connecting member 3 and the connecting member 4. At this time, if the attractive force is larger than the frictional resistance between the floor slab 10 installed on the main girder and the main girder, the floor slabs 10 and 10 tend to come too close to each other. There is a possibility that the 2B and the connecting member 3 are not firmly integrated.
However, in the first embodiment, the spacers 5 installed between the facing walls 28 and 28 of the receiving members 2A and 2B facing each other across the joint portion function as a reaction force device, so that the floor slabs 10 and 10 are connected to each other. It is possible to suppress the pulling force acting in the pulling direction, and prevent the floor slabs 10 and 10 from trying to come too close to each other.
Further, a reverse force (reaction force) corresponding to the force acting in the direction of attracting the floor slabs 10 and 10 to each other is applied from the spacer 5 to the outer surfaces (outer wall surfaces 62 and 62) of the facing walls 28 and 28 of the receiving members 2A and 2B. And, by being applied to the outer wall surfaces 63, 63), the receiving members 2A and 2B and the connecting member 3 can be firmly integrated.

また、実施形態1に係る床版10の接続構造のように、目地15となる隙間、即ち、互いに隣り合う各受部材2A,2Bの互いに対向する対向壁28,28間にスペーサ5を設置した場合、継手1、目地15に目地材16が充填された目地部分の上縁側、下縁側の応力及びひずみが低減する。 Further, as in the connection structure of the floor slab 10 according to the first embodiment, the spacer 5 is installed between the gaps serving as joints 15, that is, between the opposing walls 28 and 28 of the receiving members 2A and 2B adjacent to each other. In this case, the stress and strain on the upper edge side and the lower edge side of the joint portion where the joint 1 and the joint 15 are filled with the joint material 16 are reduced.

また、継手1の応力度が低減することから、継手1の断面寸法を小さくできるので、継手1の製造コストを低減でき、安価な継手1を用いることが可能となる。また、継手1に生じる応力を低減できるため、継手1の疲労抵抗性を向上できる。 Further, since the stress degree of the joint 1 is reduced, the cross-sectional dimension of the joint 1 can be reduced, so that the manufacturing cost of the joint 1 can be reduced and the inexpensive joint 1 can be used. Further, since the stress generated in the joint 1 can be reduced, the fatigue resistance of the joint 1 can be improved.

また、実施形態1では、繋ぎ部材3に加わる引張力とスペーサ5の反力とが釣り合って、各床版10,10には引張応力が生じないため、床版10のひび割れを抑制できる。
また、目地部分の上縁側、下縁側、及び、継手1に生じる応力が低減することから、目地部分のひび割れを抑制できる。
このように、床版10及び目地部分のひび割れを抑制できるので、ひび割れ部分から雨水や塩化物が侵入することによる鉄筋腐食・コンクリートの剥離等の塩害や凍結を防止でき、床版10及び目地部分の耐久性が向上する。
即ち、実施形態1の接続構造によれば、継手1を用いて床版10,10同士を堅固に一体化できるとともに、床版10、継手1、目地部分に加わる応力を低減できて、床版10及び目地部分のひび割れの発生を抑制できるようになる。
Further, in the first embodiment, the tensile force applied to the connecting member 3 and the reaction force of the spacer 5 are balanced, and no tensile stress is generated in each of the floor slabs 10 and 10, so that cracking of the floor slab 10 can be suppressed.
Further, since the stress generated on the upper edge side, the lower edge side, and the joint 1 of the joint portion is reduced, cracking of the joint portion can be suppressed.
In this way, since cracks in the floor slab 10 and the joint portion can be suppressed, salt damage and freezing such as reinforcement corrosion and concrete peeling due to rainwater and chloride invading from the crack portion can be prevented, and the floor slab 10 and the joint portion can be prevented from freezing. Durability is improved.
That is, according to the connection structure of the first embodiment, the floor slabs 10 and 10 can be firmly integrated with each other by using the joint 1, and the stress applied to the floor slab 10, the joint 1, and the joint portion can be reduced. 10 and the occurrence of cracks in the joint portion can be suppressed.

また、実施形態1によれば、スペーサ5として、互いに対向する各受部材2A,2Bのうちの一方の受部材と接触した状態に設置された先行スペーサ5Aと、先行スペーサ5Aと他方の受部材との間に嵌入された結合部材として機能する後行スペーサ5Bとで構成されたスペーサ5を用いたので、目地15の幅寸法、即ち、互いに隣り合う各受部材2A,2Bの互いに対向する対向壁28,28間の寸法の増減に対応可能となる。
即ち、床版10の製作精度や床版10の設置誤差などにより、目地15の幅寸法が一定でない場合であっても、当該スペーサ5を用いたことによって、目地間隔を確保する機能、受部材2A,2B間の軸力伝達及び受部材2A,2Bへのプレストレス導入のための反力装置としての機能が効果的に発揮されて、受部材2A,2Bと繋ぎ部材3との堅固な一体化が可能となる
さらに、互いに対向する各受部材2A,2Bの各左側対向壁28L,28Lの外壁面62,62間にスペーサ5が設けられたとともに、互いに対向する各受部材2A,2Bの各右側対向壁28R,28Rの外壁面63,63間にスペーサ5が設けられた構成としたので、目地間隔を確保する機能、受部材2A,2B間の軸力伝達及び受部材2A,2Bへのプレストレス導入のための反力装置としての機能が効果的に発揮されて、受部材2A,2Bと繋ぎ部材3との堅固な一体化が可能となる。
また、互いに対向する各受部材2A,2Bの各左側対向壁28L,28Lの外壁面62,62間、及び、互いに対向する各受部材2A,2Bの各右側対向壁28R,28Rの外壁面63,63間に、それぞれスペーサ5が設けられたことにより、受部材2A,2Bの左側対向壁28Lと側壁27との境界部66(図4参照)近傍、及び、受部材2A,2Bの右側対向壁28Rと側壁27との境界部66近傍の応力が低減され、当該境界部66近傍の疲労破壊を抑制できるという効果も得られる。
Further, according to the first embodiment, as the spacer 5, the leading spacer 5A installed in contact with one of the receiving members 2A and 2B facing each other, the leading spacer 5A and the other receiving member Since the spacer 5 composed of the trailing spacer 5B that functions as a connecting member fitted between the joints 15 is used, the width dimension of the joint 15, that is, the receiving members 2A and 2B that are adjacent to each other are opposed to each other. It is possible to increase or decrease the dimensions between the walls 28 and 28.
That is, even if the width dimension of the joint 15 is not constant due to the manufacturing accuracy of the floor slab 10 or the installation error of the floor slab 10, by using the spacer 5, the function of securing the joint spacing and the receiving member The function as a reaction force device for transmitting axial force between 2A and 2B and introducing prestress to receiving members 2A and 2B is effectively exhibited, and the receiving members 2A and 2B and the connecting member 3 are firmly integrated. Further, spacers 5 are provided between the outer wall surfaces 62 and 62 of the left side facing walls 28L and 28L of the receiving members 2A and 2B facing each other, and the receiving members 2A and 2B facing each other are provided. Since the spacer 5 is provided between the outer wall surfaces 63 and 63 of the right facing walls 28R and 28R, the function of ensuring the joint spacing, the axial force transmission between the receiving members 2A and 2B, and the receiving members 2A and 2B The function as a reaction force device for introducing prestress is effectively exhibited, and the receiving members 2A and 2B and the connecting member 3 can be firmly integrated.
Further, between the outer wall surfaces 62 and 62 of the left side facing walls 28L and 28L of the receiving members 2A and 2B facing each other, and the outer wall surfaces 63 of the right side facing walls 28R and 28R of the receiving members 2A and 2B facing each other. By providing spacers 5 between the receiving members 2A and 63, the vicinity of the boundary portion 66 (see FIG. 4) between the left side facing walls 28L and the side wall 27 of the receiving members 2A and 2B and the right side facing the receiving members 2A and 2B. The stress in the vicinity of the boundary portion 66 between the wall 28R and the side wall 27 is reduced, and the effect of suppressing fatigue failure in the vicinity of the boundary portion 66 can also be obtained.

さらに、実施形態1に係る継手1によれば、先行部材4Aと後行部材4Bとで構成された結合部材4を用いたことにより、橋軸方向Xに沿って隣り合う各床版10,10の端部11,11に埋設された各受部材2A,2B同士の左右方向や上下方向のずれが生じた場合であっても、繋ぎ部材3と受部材2A,2Bとを結合できるようになる。 Further, according to the joint 1 according to the first embodiment, by using the coupling member 4 composed of the leading member 4A and the trailing member 4B, the floor slabs 10 and 10 adjacent to each other along the bridge axis direction X are used. Even when the receiving members 2A and 2B embedded in the ends 11 and 11 are displaced in the horizontal direction and the vertical direction, the connecting member 3 and the receiving members 2A and 2B can be connected to each other. ..

また、実施形態1に係る床版の接続構造によれば、先行スペーサ5Aと後行スペーサ5Bとで構成されたスペーサ5、及び、先行部材4Aと後行部材4Bとで構成された結合部材4を用いたことにより、スペーサ5と結合部材4とが互いに受部材2A,2B間の軸力伝達及び受部材2A,2Bへのプレストレス導入のための反力装置として機能するようになるため、スペーサ5と結合部材4との相乗効果により、受部材2A,2Bと繋ぎ部材3とをより堅固に一体化できるようになる。
また、互いに対向する各受部材2A,2Bの各左側対向壁28L,28Lの外壁面62,62間、及び、互いに対向する各受部材2A,2Bの各右側対向壁28R,28Rの外壁面63,63間に、それぞれスペーサ5が設けられたとともに、内壁面28a,28cと一方の挿入部31Aの内面31a,31aとの間、及び、内壁面28b,28dと他方の挿入部31Bの内面31b,31bとの間に、それぞれ結合部材4が設けられたので、受部材2A,2Bの左側対向壁28Lと側壁27との境界部66(図4参照)近傍、及び、受部材2A,2Bの右側対向壁28Rと側壁27との境界部66近傍の応力がより低減され、当該境界部66近傍の疲労破壊を抑制できる効果が高くなる。
Further, according to the floor slab connection structure according to the first embodiment, the spacer 5 composed of the leading spacer 5A and the trailing spacer 5B, and the connecting member 4 composed of the leading member 4A and the trailing member 4B. By using the above, the spacer 5 and the coupling member 4 function as a reaction force device for transmitting the axial force between the receiving members 2A and 2B and introducing prestress to the receiving members 2A and 2B. Due to the synergistic effect of the spacer 5 and the connecting member 4, the receiving members 2A and 2B and the connecting member 3 can be more firmly integrated.
Further, between the outer wall surfaces 62 and 62 of the left side facing walls 28L and 28L of the receiving members 2A and 2B facing each other, and the outer wall surfaces 63 of the right side facing walls 28R and 28R of the receiving members 2A and 2B facing each other. Spacers 5 are provided between the inner wall surfaces 28a and 63, and between the inner wall surfaces 28a and 28c and the inner surfaces 31a and 31a of one insertion portion 31A, and between the inner wall surfaces 28b and 28d and the inner surface 31b of the other insertion portion 31b. Since the coupling member 4 is provided between the receiving members 2A and 31b, the vicinity of the boundary portion 66 (see FIG. 4) between the left side facing wall 28L and the side wall 27 of the receiving members 2A and 2B, and the receiving members 2A and 2B. The stress in the vicinity of the boundary portion 66 between the right side facing wall 28R and the side wall 27 is further reduced, and the effect of suppressing fatigue fracture in the vicinity of the boundary portion 66 is enhanced.

また、実施形態1に係る継手1によれば、一方の受部材2A及び他方の受部材2Bの対向壁28の内壁面28a,28c,28b,28dを、内底面25aと垂直な垂直面に形成された構成とすればよいので、一方の受部材2Aと他方の受部材2Bとを同じ形状にでき、部材コストを低減できる。また、受部材2A及び受部材2Bの形状を単純化できるので、受部材2A及び受部材2Bの製作が容易となり、製造コストも低減できる。 Further, according to the joint 1 according to the first embodiment, the inner wall surfaces 28a, 28c, 28b, 28d of the facing wall 28 of one receiving member 2A and the other receiving member 2B are formed on a vertical surface perpendicular to the inner bottom surface 25a. Since this configuration may be used, one receiving member 2A and the other receiving member 2B can have the same shape, and the member cost can be reduced. Further, since the shapes of the receiving member 2A and the receiving member 2B can be simplified, the receiving member 2A and the receiving member 2B can be easily manufactured, and the manufacturing cost can be reduced.

実施形態2
継手1は、図8に示すように、結合部材4を構成する先行部材4Aが、互いに対向する対向壁28の内壁面28a,28c,28b,28dと挿入部の内面31a,31a,31b,31bとの間に設置され、当該設置された先行部材4Aと対向壁28の内壁面28a,28c,28b,28dとの間に、上方から結合部材4を構成する後行部材4Bが嵌入されて、後行部材4Bの傾斜面4aと先行部材4Aの傾斜面4aとが接触した状態に設置された構成であってもよい。
Embodiment 2
In the joint 1, as shown in FIG. 8, the leading members 4A constituting the coupling member 4 face each other with the inner walls 28a, 28c, 28b, 28d of the facing walls 28 and the inner surfaces 31a, 31a, 31b, 31b of the insertion portion. The trailing member 4B forming the coupling member 4 is fitted from above between the installed leading member 4A and the inner wall surfaces 28a, 28c, 28b, 28d of the facing wall 28. The configuration may be such that the inclined surface 4a of the trailing member 4B and the inclined surface 4a of the leading member 4A are in contact with each other.

実施形態3
継手1は、図9に示すように、繋ぎ部材3の一方の挿入部31Aの左右の内面31a,31aと一方の受部材2Aの対向壁28の左右の内壁面28a,28cとを接触させるとともに、互いに対向する他方の対向壁28の左右の内壁面28b,28dと他方の挿入部31Bの左右の内面31b,31bとの間に、結合部材4を構成する先行部材4Aが設置され、当該設置された先行部材4Aと他方の挿入部31Bの左右の内面31b,31bとの間に、上方から結合部材4を構成する後行部材4Bが嵌入されて、後行部材4Bの傾斜面4aと先行部材4Aの傾斜面4aとが接触した状態に設置された構成であってもよい。
Embodiment 3
As shown in FIG. 9, the joint 1 brings the left and right inner surfaces 31a and 31a of one insertion portion 31A of the connecting member 3 into contact with the left and right inner walls 28a and 28c of the facing wall 28 of the one receiving member 2A. , The leading members 4A constituting the coupling member 4 are installed between the left and right inner wall surfaces 28b and 28d of the other facing wall 28 facing each other and the left and right inner surfaces 31b and 31b of the other insertion portion 31B. The trailing member 4B constituting the coupling member 4 is fitted from above between the preceding member 4A and the left and right inner surfaces 31b and 31b of the other insertion portion 31B, and precedes the inclined surface 4a of the trailing member 4B. The configuration may be such that the member 4A is installed in contact with the inclined surface 4a.

実施形態4
継手1は、図10に示すように、繋ぎ部材3の一方の挿入部31Aの左右の内面31a,31aと一方の受部材2Aの対向壁28の左右の内壁面28a,28cとを接触させるとともに、互いに対向する他方の対向壁28の左右の内壁面28b,28dと他方の挿入部31Bの左右の内面31b,31bとの間に、結合部材4を構成する先行部材4Aが設置され、当該設置された先行部材4Aと他方の対向壁28の左右の内壁面28b,28dとの間に、上方から結合部材4を構成する後行部材4Bが嵌入されて、後行部材4Bの傾斜面4aと先行部材4Aの傾斜面4aとが接触した状態に設置された構成であってもよい。
Embodiment 4
As shown in FIG. 10, the joint 1 is in contact with the left and right inner surfaces 31a and 31a of one insertion portion 31A of the connecting member 3 and the left and right inner walls 28a and 28c of the facing wall 28 of the one receiving member 2A. , The leading members 4A constituting the coupling member 4 are installed between the left and right inner wall surfaces 28b and 28d of the other facing wall 28 facing each other and the left and right inner surfaces 31b and 31b of the other insertion portion 31B. A trailing member 4B constituting the coupling member 4 is fitted from above between the preceding member 4A and the left and right inner wall surfaces 28b and 28d of the other facing wall 28, and the trailing member 4B and the inclined surface 4a of the trailing member 4B are inserted. The configuration may be such that the preceding member 4A is installed in contact with the inclined surface 4a.

実施形態5
尚、図示しないが、継手1は、繋ぎ部材3の他方の挿入部31Bの左右の内面31b,31bと他方の受部材2Bの対向壁28の左右の内壁面28b,28dとを接触させるとともに、互いに対向する一方の対向壁28の左右の内壁面28a,28cと一方の挿入部2Aの左右の内面31a,31aとの間に、後行部材4Bの傾斜面4aと先行部材4Aの傾斜面4aとが接触した状態に、結合部材4が設置された構成であってもよい。
Embodiment 5
Although not shown, in the joint 1, the left and right inner surfaces 31b and 31b of the other insertion portion 31B of the connecting member 3 and the left and right inner walls 28b and 28d of the facing wall 28 of the other receiving member 2B are brought into contact with each other. Between the left and right inner wall surfaces 28a and 28c of one facing wall 28 facing each other and the left and right inner surfaces 31a and 31a of the one insertion portion 2A, the inclined surface 4a of the trailing member 4B and the inclined surface 4a of the leading member 4A. The coupling member 4 may be installed in a state where the coupling member 4 is in contact with the vehicle.

実施形態6
実施形態1乃至実施形態5において、互いに対向する受部材2Aと受部材2Bとの間に設置された先行スペーサ5Aは、上下の中央位置が、受部材2A,2Bの上下の中央位置、又は、当該中央位置の近傍に位置されるように設置された構成とするとともに、互いに対向する対向壁の内壁面と挿入部の内面とのうちの一方の面と接触した状態に設置された先行部材4Aは、上下の中央位置が、受部材2A,2Bの上下の中央位置、又は、当該中央位置の近傍に位置されるように設置された構成とした。
例えば、図5乃至図10に示すように、受部材2A,2Bの対向壁28,28の上下間の中央位置(即ち、対向壁28の上端と下端との中間位置)を通過する水平線と、先行スペーサ5Aの上下間の中央位置とを通過する水平線と、先行部材4Aの上下間の中央位置とを通過する水平線とが、同一の水平線65となるように、スペーサ5及び結合部材4が設置された構成とした。
実施形態6のように、上下の中央位置が、受部材2A,2Bの上下の中央位置、又は、当該中央位置の近傍に位置されるように、先行スペーサ5A及び先行部材4Aを設置した構成とすれば、スペーサ5と結合部材4との相乗効果により、目地間隔を確保する機能、受部材2A,2B間の軸力伝達及び受部材2A,2Bへのプレストレス導入のための反力装置としての機能がより効果的に発揮されて、受部材2A,2Bと繋ぎ部材3との堅固な一体化が可能となる。
Embodiment 6
In the first to fifth embodiments, the leading spacers 5A installed between the receiving members 2A and the receiving members 2B facing each other have their upper and lower center positions at the upper and lower center positions of the receiving members 2A and 2B, or Preceding member 4A installed so as to be located near the central position and in contact with one of the inner wall surface of the facing wall facing each other and the inner surface of the insertion portion. Is configured so that the upper and lower center positions are located at the upper and lower center positions of the receiving members 2A and 2B, or in the vicinity of the center position.
For example, as shown in FIGS. 5 to 10, a horizontal line passing through a central position between the upper and lower sides of the facing walls 28 and 28 of the receiving members 2A and 2B (that is, an intermediate position between the upper end and the lower end of the facing wall 28). The spacer 5 and the connecting member 4 are installed so that the horizontal line passing through the central position between the upper and lower parts of the leading spacer 5A and the horizontal line passing through the central position between the upper and lower parts of the leading member 4A are the same horizontal line 65. The configuration was made.
As in the sixth embodiment, the leading spacer 5A and the leading member 4A are installed so that the upper and lower center positions are located at the upper and lower center positions of the receiving members 2A and 2B or near the center position. Then, by the synergistic effect of the spacer 5 and the coupling member 4, the function of securing the joint spacing, the axial force transmission between the receiving members 2A and 2B, and the reaction force device for introducing the prestress to the receiving members 2A and 2B. The functions of the above are more effectively exhibited, and the receiving members 2A and 2B and the connecting member 3 can be firmly integrated.

実施形態7
スペーサ5及び結合部材4として、鋳物で形成されたスペーサ5及び結合部材4を用いた。例えば、球状黒鉛鋳鉄により形成されたスペーサ5及び結合部材4を用いた。
実施形態7によれば、鋳物で形成されたスペーサ5及び結合部材4を用いたので、耐候性に優れ、腐食抵抗性に優れたスペーサ5及び結合部材4となり、耐候性に優れ、腐食抵抗性に優れた接合構造を維持できるようになる。
Embodiment 7
As the spacer 5 and the coupling member 4, the spacer 5 and the coupling member 4 made of a casting were used. For example, a spacer 5 and a bonding member 4 formed of spheroidal graphite cast iron were used.
According to the seventh embodiment, since the spacer 5 and the coupling member 4 formed of casting are used, the spacer 5 and the coupling member 4 having excellent weather resistance and corrosion resistance are obtained, and the spacer 5 and the coupling member 4 are excellent in weather resistance and corrosion resistance. It becomes possible to maintain an excellent bonding structure.

実施形態8
スペーサ5において、互いに接触する先行スペーサ5Aの傾斜面5b及び後行スペーサ5Bの傾斜面5bのうちの少なくとも一方の傾斜面5bが、目荒らしした面に形成された構成とすることで、先行スペーサ5Aの傾斜面5bと後行スペーサ5Bの傾斜面5bとの摩擦力が高くなることで、傾斜面5b,5b同士のずれを防止できるため、目地間隔を確保する機能、受部材2A,2B間の軸力伝達及び受部材2A,2Bへのプレストレス導入のための反力装置としての機能がより効果的に発揮されるようになり、受部材2A,2Bと繋ぎ部材3との堅固な一体化が可能となる。
8th Embodiment
In the spacer 5, at least one of the inclined surface 5b of the leading spacer 5A and the inclined surface 5b of the trailing spacer 5B, which are in contact with each other, is formed on a roughened surface, whereby the leading spacer 5 is formed. By increasing the frictional force between the inclined surface 5b of 5A and the inclined surface 5b of the trailing spacer 5B, it is possible to prevent the inclined surfaces 5b and 5b from shifting from each other. The function as a reaction force device for transmitting the axial force and introducing prestress to the receiving members 2A and 2B has come to be exhibited more effectively, and the receiving members 2A and 2B and the connecting member 3 are firmly integrated. It becomes possible to change.

実施形態9
結合部材4において、互いに接触する先行部材4Aの傾斜面4a及び後行部材4Bの傾斜面4aのうちの少なくとも一方の傾斜面4aが、目荒らしした面に形成された構成とすることで、先行部材4Aの傾斜面4aと後行部材4Bの傾斜面4aとの摩擦力が高くなることで、傾斜面4a,4a同士のずれを防止できるため、目地間隔を確保する機能、受部材2A,2B間の軸力伝達及び受部材2A,2Bへのプレストレス導入のための反力装置としての機能がより効果的に発揮されるようになり、受部材2A,2Bと繋ぎ部材3との堅固な一体化が可能となる。
Embodiment 9
In the coupling member 4, at least one of the inclined surface 4a of the leading member 4A and the inclined surface 4a of the trailing member 4B, which are in contact with each other, is formed as a roughened surface. By increasing the frictional force between the inclined surface 4a of the member 4A and the inclined surface 4a of the trailing member 4B, it is possible to prevent the inclined surfaces 4a and 4a from shifting from each other. The function as a reaction force device for transmitting the axial force between the joints and introducing the prestress to the receiving members 2A and 2B has become more effective, and the receiving members 2A and 2B and the connecting member 3 are firmly connected to each other. Integration is possible.

実施形態10
結合部材4と受部材2A,2Bの対向壁28の内壁面及び繋ぎ部材3の挿入部31A,31Bの内面の構成のバリエーションとして、例えば図11乃至図13に示す構成がある。
図11は、他方の受部材2Bの対向壁28の内壁面28b,28dが垂直面に形成され、かつ、他方の挿入部31Bの内面31bが、下端縁から上端縁に向けて次第に対向壁28の内壁面28b,28dから遠ざかる傾斜面に形成された構成である場合の結合部材4のバリエーションを示す。
図11(a)は、内壁面28b,28d側に当該内壁面28b,28dと平行な板面を有した平板状(断面長方形形状)の先行部材4Aを設置し、当該先行部材4Aと他方の挿入部31Bの内面31b,31bとの間に、後行部材4Bを嵌入して設置した構成を示す。
図11(b)は、内壁面28b,28d側に断面台形状の先行部材4Aを設置し、当該先行部材4Aと他方の挿入部31Bの内面31b,31bとの間に、断面逆台形状の後行部材4Bを嵌入して設置した構成を示す。
図11(c)は、他方の挿入部31Bの内面31b,31b側に当該内面31b,31bの傾斜面と平行な傾斜面を有した断面平行四辺形形状の先行部材4Aを設置し、当該先行部材4Aと他方の受部材2Bの対向壁28の内壁面28b,28dとの間に、断面逆台形状の後行部材4Bを嵌入して設置した構成を示す。
図12は、他方の挿入部31Bの内面31b,31bが垂直面に形成され、かつ、他方の受部材2Bの対向壁28の内壁面28b,28dが、下端縁から上端縁に向けて次第に他方の挿入部31Bの内面31b,31bから遠ざかる傾斜面に形成された構成である場合の結合部材4のバリエーションを示す。
図12(a)は、他方の挿入部31Bの内面31b,31b側に当該他方の挿入部31Bの内面31b,31bと平行な板面を有した平板状(断面長方形形状)の先行部材4Aを設置し、当該先行部材4Aと他方の受部材2Bの対向壁28の内壁面28b,28dとの間に、断面逆台形状の後行部材4Bを嵌入して設置した構成を示す。
図12(b)は、他方の受部材2Bの対向壁28の内壁面28b,28d側に当該内壁面28b,28dの傾斜面と平行な傾斜面を有した断面平行四辺形形状の先行部材4Aを設置し、当該先行部材4Aと他方の挿入部31Bの内面31b,31bとの間に、断面逆台形状の後行部材4Bを嵌入して設置した構成を示す。
図12(c)は、他方の挿入部31Bの内面31b,31b側に断面台形状の先行部材4Aを設置し、当該先行部材4Aと他方の受部材2Bの対向壁28の内壁面28b,28dとの間に、断面逆台形状の後行部材4Bを嵌入して設置した構成を示す。
図13は、他方の挿入部31Bの内面31b,31bが、下端縁から上端縁に向けて次第に対向壁28の内壁面28b,28dから遠ざかる傾斜面に形成され、かつ、他方の受部材2Bの対向壁28の内壁面28b,28dが、下端縁から上端縁に向けて次第に他方の挿入部31Bの内面31b,31bから遠ざかる傾斜面に形成された構成である場合の結合部材4のバリエーションを示す。
図13(a)は、他方の受部材2Bの対向壁28の内壁面28b,28d側に断面逆台形状の先行部材4Aを設置し、当該先行部材4Aと他方の挿入部31Bの内面31b,31bとの間に、断面逆台形状の後行部材4Bを嵌入して設置した構成を示す。
図13(b)は、他方の受部材2Bの対向壁28の内壁面28b,28d側に当該内壁面28b,28dの傾斜面と平行な傾斜面を有した断面平行四辺形形状の先行部材4Aを設置し、当該先行部材4Aと他方の挿入部31Bの内面31b,31bとの間に、断面逆台形状の後行部材4Bを嵌入して設置した構成を示す。
図13(c)は、他方の挿入部31Bの内面31b,31b側に当該内面31b,31bの傾斜面と平行な傾斜面を有した断面平行四辺形形状の先行部材4Aを設置し、当該先行部材4Aと他方の受部材2Bの対向壁28の内壁面28b,28dとの間に、断面逆台形状の後行部材4Bを嵌入して設置した構成を示す。
以上のような図11乃至図13に示した構成の継手1であっても。実施形態1乃至実施形態9で示した結合部材4を用いた場合と同じ効果が得られる。
Embodiment 10
As a variation of the configuration of the inner wall surface of the facing wall 28 of the connecting member 4 and the receiving members 2A and 2B and the inner surface of the insertion portions 31A and 31B of the connecting member 3, for example, there are the configurations shown in FIGS. 11 to 13.
In FIG. 11, the inner walls 28b and 28d of the facing wall 28 of the other receiving member 2B are formed on a vertical surface, and the inner surface 31b of the other insertion portion 31B gradually faces the facing wall 28 from the lower end edge to the upper end edge. The variation of the coupling member 4 in the case where the structure is formed on the inclined surface away from the inner wall surfaces 28b and 28d of the above is shown.
In FIG. 11A, a flat plate-shaped (rectangular cross-section) leading member 4A having a plate surface parallel to the inner wall surfaces 28b and 28d is installed on the inner wall surface 28b and 28d side, and the leading member 4A and the other The configuration in which the trailing member 4B is fitted and installed between the inner surfaces 31b and 31b of the insertion portion 31B is shown.
In FIG. 11B, a leading member 4A having a trapezoidal cross section is installed on the inner wall surfaces 28b and 28d, and an inverted trapezoidal cross section is formed between the leading member 4A and the inner surfaces 31b and 31b of the other insertion portion 31B. The configuration in which the trailing member 4B is fitted and installed is shown.
In FIG. 11C, a leading member 4A having a parallelogram cross section having an inclined surface parallel to the inclined surface of the inner surfaces 31b and 31b is installed on the inner surfaces 31b and 31b side of the other insertion portion 31B, and the preceding member 4A is installed. The configuration in which the trailing member 4B having an inverted trapezoidal cross section is fitted between the member 4A and the inner wall surfaces 28b and 28d of the facing wall 28 of the other receiving member 2B is shown.
In FIG. 12, the inner surfaces 31b and 31b of the other insertion portion 31B are formed on a vertical surface, and the inner walls 28b and 28d of the facing wall 28 of the other receiving member 2B gradually become the other from the lower end edge to the upper end edge. The variation of the coupling member 4 in the case where the structure is formed on the inclined surface away from the inner surfaces 31b and 31b of the insertion portion 31B is shown.
FIG. 12A shows a flat plate-shaped (rectangular cross-section) leading member 4A having a plate surface parallel to the inner surfaces 31b and 31b of the other insertion portion 31B on the inner surfaces 31b and 31b side of the other insertion portion 31B. A configuration is shown in which a trailing member 4B having an inverted trapezoidal cross section is inserted between the leading member 4A and the inner walls 28b and 28d of the facing wall 28 of the other receiving member 2B.
FIG. 12B shows a leading member 4A having a parallelogram cross section having an inclined surface parallel to the inclined surface of the inner wall surface 28b, 28d on the inner wall surface 28b, 28d side of the facing wall 28 of the other receiving member 2B. Is installed, and a trailing member 4B having an inverted trapezoidal cross section is fitted between the leading member 4A and the inner surfaces 31b and 31b of the other insertion portion 31B.
In FIG. 12 (c), the leading member 4A having a trapezoidal cross section is installed on the inner surface 31b, 31b side of the other insertion portion 31B, and the inner wall surfaces 28b, 28d of the facing wall 28 of the leading member 4A and the other receiving member 2B are installed. A configuration is shown in which a trailing member 4B having an inverted trapezoidal cross section is inserted and installed between the two.
In FIG. 13, the inner surfaces 31b, 31b of the other insertion portion 31B are formed on an inclined surface gradually moving away from the inner wall surfaces 28b, 28d of the facing wall 28 from the lower end edge toward the upper end edge, and the other receiving member 2B. The variation of the coupling member 4 in the case where the inner wall surfaces 28b and 28d of the facing wall 28 are formed on the inclined surface gradually moving away from the inner surfaces 31b and 31b of the other insertion portion 31B from the lower end edge to the upper end edge is shown. ..
In FIG. 13A, a leading member 4A having an inverted trapezoidal cross section is installed on the inner wall surface 28b, 28d side of the facing wall 28 of the other receiving member 2B, and the leading member 4A and the inner surface 31b of the other insertion portion 31B, The configuration in which the trailing member 4B having an inverted trapezoidal cross section is inserted and installed between the 31b and the 31b is shown.
FIG. 13B shows a leading member 4A having a parallelogram cross section having an inclined surface parallel to the inclined surface of the inner wall surface 28b, 28d on the inner wall surface 28b, 28d side of the facing wall 28 of the other receiving member 2B. Is installed, and a trailing member 4B having an inverted trapezoidal cross section is fitted between the leading member 4A and the inner surfaces 31b and 31b of the other insertion portion 31B.
In FIG. 13C, a leading member 4A having a parallelogram cross section having an inclined surface parallel to the inclined surface of the inner surfaces 31b and 31b is installed on the inner surfaces 31b and 31b side of the other insertion portion 31B, and the preceding member 4A is installed. The configuration in which the trailing member 4B having an inverted trapezoidal cross section is fitted between the member 4A and the inner wall surfaces 28b and 28d of the facing wall 28 of the other receiving member 2B is shown.
Even if the joint 1 has the configuration shown in FIGS. 11 to 13 as described above. The same effect as when the coupling member 4 shown in the first to ninth embodiments is used can be obtained.

実施形態11
上述した先行部材4Aと後行部材4Bとで構成される結合部材4においては、後行部材4Bを、先行部材4Aの傾斜面4aと対向壁28又は挿入部31A,31Bとの間に上方から押し込んで嵌入する構成としたが、当該構成の場合、嵌入された後行部材4Bが上方に抜ける可能性がある。
そこで、図14乃至図16に示すような構成の結合部材4とした。
即ち、先行部材4Aは、傾斜面4aから内部まで到達するねじ螺着孔52を備えた構成とし、後行部材4Bは、上面から傾斜面4aまで到達するねじ貫通孔51を備えた構成とした。当該ねじ貫通孔51は、傾斜面4aの傾斜方向に沿った方向の長さが、ねじ螺着孔52の傾斜面4aの傾斜方向に沿った方向の長さよりも長い長孔に形成した。
以上の構成のスペーサ5によれば、例えば図16に示すように、先行部材4Aを設置した後に、後行部材4Bが、先行部材4Aの傾斜面4aと対向壁28との間に設置され、ねじ貫通孔51とねじ螺着孔52とが連続するように先行部材4Aの傾斜面4aと後行部材4Bの傾斜面4aとが接触した状態で、ねじ53がねじ貫通孔51を通過してねじ螺着孔52に締結されたことにより、先行部材4Aと後行部材4Bとが連結される。
Embodiment 11
In the coupling member 4 composed of the leading member 4A and the trailing member 4B described above, the trailing member 4B is placed between the inclined surface 4a of the leading member 4A and the facing wall 28 or the insertion portions 31A and 31B from above. It is configured to be pushed in, but in the case of this configuration, the fitted trailing member 4B may come off upward.
Therefore, the connecting member 4 having the structure shown in FIGS. 14 to 16 was used.
That is, the leading member 4A is configured to have a screw screwing hole 52 reaching from the inclined surface 4a to the inside, and the trailing member 4B is configured to have a screw through hole 51 reaching from the upper surface to the inclined surface 4a. .. The screw through hole 51 is formed into a long hole whose length in the direction along the inclined direction of the inclined surface 4a is longer than the length in the direction along the inclined direction of the inclined surface 4a of the screw threading hole 52.
According to the spacer 5 having the above configuration, for example, as shown in FIG. 16, after the leading member 4A is installed, the trailing member 4B is installed between the inclined surface 4a of the leading member 4A and the facing wall 28. The screw 53 passes through the screw through hole 51 in a state where the inclined surface 4a of the leading member 4A and the inclined surface 4a of the trailing member 4B are in contact with each other so that the screw through hole 51 and the screw screwing hole 52 are continuous. By being fastened to the screw threading hole 52, the leading member 4A and the trailing member 4B are connected.

即ち、実施形態11に係る結合部材4は、先行部材4Aが傾斜面4aから内部まで到達するねじ螺着孔52を備え、後行部材4Bが上面から傾斜面4aまで到達するねじ貫通孔51を備え、ねじ貫通孔51は、傾斜面4aの傾斜方向に沿って長い長孔に形成された構成とし、ねじ貫通孔51とねじ螺着孔52とが連続するように先行部材4Aの傾斜面4aと後行部材4Bの傾斜面4aとが接触した状態で、ねじ53がねじ貫通孔51を通過してねじ螺着孔52に締結されたことにより、先行部材4Aと後行部材4Bとが連結されるように構成された結合部材とした。 That is, the coupling member 4 according to the eleventh embodiment includes a screw threading hole 52 in which the leading member 4A reaches from the inclined surface 4a to the inside, and the screw through hole 51 in which the trailing member 4B reaches from the upper surface to the inclined surface 4a. The screw through hole 51 is formed in a long elongated hole along the inclination direction of the inclined surface 4a, and the inclined surface 4a of the preceding member 4A is provided so that the screw through hole 51 and the screw screwing hole 52 are continuous. And the inclined surface 4a of the trailing member 4B are in contact with each other, and the screw 53 passes through the screw through hole 51 and is fastened to the screw threading hole 52, so that the leading member 4A and the trailing member 4B are connected. It was a coupling member configured to be.

実施形態11に係る結合部材4によれば、先行部材4Aと後行部材4Bとがねじ53で連結されるため、後行部材4Bが上方に抜けてしまうようなことを防止できる。
また、後行部材4Bが、傾斜面5bの傾斜方向に沿って長い長孔に形成されたねじ貫通孔51を備えたので、例えば図16に示す先行部材4Aの傾斜面4aと対向壁28の内壁面28bとの間の間隔が一定にならない場合でも、ねじ53をねじ螺着孔52に締め付けて行くことによって、後行部材4Bが傾斜面4aに沿って下方に移動して、後行部材4Bの傾斜面4aと先行部材4Aの傾斜面4aとを密着させるとともに、後行部材4Bの面5aと対向壁28の内壁面28bとを密着させた状態にでき、その後、ねじ53を完全に締結することによって、後行部材4Bを、先行部材4Aの傾斜面4aと対向壁28との間に確実に嵌入できるようになり、この嵌入状態を維持できるようになって、受部材2A,2Bにプレストレスを導入できるようになる。
従って、結合部材4により、受部材2A,2B間の軸力伝達機能及び受部材2A,2Bへのプレストレス導入のための反力装置としての機能がより効果的に発揮されて、受部材2A,2Bと繋ぎ部材3との堅固な一体化が可能となる。
According to the coupling member 4 according to the eleventh embodiment, since the leading member 4A and the trailing member 4B are connected by the screw 53, it is possible to prevent the trailing member 4B from coming off upward.
Further, since the trailing member 4B includes a screw through hole 51 formed in a long elongated hole along the inclined direction of the inclined surface 5b, for example, the inclined surface 4a of the leading member 4A and the facing wall 28 shown in FIG. Even if the distance from the inner wall surface 28b is not constant, by tightening the screw 53 into the screw threading hole 52, the trailing member 4B moves downward along the inclined surface 4a, and the trailing member moves downward. The inclined surface 4a of the 4B and the inclined surface 4a of the leading member 4A can be brought into close contact with each other, and the surface 5a of the trailing member 4B and the inner wall surface 28b of the facing wall 28 can be brought into close contact with each other. By fastening, the trailing member 4B can be reliably fitted between the inclined surface 4a of the leading member 4A and the facing wall 28, and this fitting state can be maintained, and the receiving members 2A and 2B can be maintained. Will be able to introduce prestress.
Therefore, the coupling member 4 more effectively exerts the axial force transmission function between the receiving members 2A and 2B and the function as a reaction force device for introducing prestress into the receiving members 2A and 2B, and the receiving member 2A , 2B and the connecting member 3 can be firmly integrated.

尚、図14乃至図16に示すように、実施形態11で説明したような、先行部材4Aと後行部材4Bとで構成される結合部材4の構成を、上述した先行スペーサ5Aと後行スペーサ5Bとで構成されるスペーサ5に適用してもよい。
実施形態11に係る構成を適用したスペーサ5によれば、先行スペーサ5Aと後行スペーサ5Bとがねじ53で連結されるため、後行スペーサ5Bが上方に抜けてしまうようなことを防止できる。
また、後行スペーサ5Bは、傾斜面5bの傾斜方向に沿った方向の長さが、ねじ螺着孔52の傾斜面5bの傾斜方向に沿った方向の長さよりも長い長孔に形成されたねじ貫通孔51を備えたので、上述と同様、図5(c)示すように、後行スペーサ5Bを、先行スペーサ5Aの傾斜面5bと対向壁28との間に確実に嵌入できるようになり、この嵌入状態を維持できるようになるため、目地間隔を確保する機能、受部材2A,2B間の軸力伝達及び受部材2A,2Bへのプレストレス導入のための反力装置としての機能がより効果的に発揮されて、受部材2A,2Bと繋ぎ部材3との堅固な一体化が可能となる。
As shown in FIGS. 14 to 16, the configuration of the coupling member 4 composed of the leading member 4A and the trailing member 4B, as described in the eleventh embodiment, is the same as that of the preceding spacer 5A and the trailing spacer. It may be applied to the spacer 5 composed of 5B.
According to the spacer 5 to which the configuration according to the eleventh embodiment is applied, since the leading spacer 5A and the trailing spacer 5B are connected by the screw 53, it is possible to prevent the trailing spacer 5B from coming off upward.
Further, the trailing spacer 5B is formed into a long hole in which the length of the inclined surface 5b in the inclined direction is longer than the length of the inclined surface 5b of the screw threading hole 52 in the direction along the inclined direction. Since the screw through hole 51 is provided, as shown in FIG. 5C, the trailing spacer 5B can be reliably fitted between the inclined surface 5b of the leading spacer 5A and the facing wall 28 as described above. Since this fitted state can be maintained, the function of securing the joint spacing, the function of axial force transmission between the receiving members 2A and 2B, and the function of a reaction force device for introducing prestress to the receiving members 2A and 2B are provided. It is more effectively exhibited, and the receiving members 2A and 2B and the connecting member 3 can be firmly integrated.

尚、1つの先行部材4Aと2つ以上の後行部材4B,4B…とで構成された結合部材4を用いてもよい。 A coupling member 4 composed of one leading member 4A and two or more trailing members 4B, 4B ... May be used.

本発明の継手1における結合部材4は、互いに対向する対向壁28,28の内壁面と挿入部31A,31Bの内面との間に設置される先行部材4Aと、当該設置された先行部材4Aと対向壁28,28の内壁面との間、又は、当該設置された先行部材4Aと挿入部31A,31Bの内面との間に嵌入される後行部材4Bとで構成されていればよい。 The coupling member 4 in the joint 1 of the present invention includes a leading member 4A installed between the inner wall surfaces of the facing walls 28 and 28 facing each other and the inner surfaces of the insertion portions 31A and 31B, and the installed leading member 4A. It may be composed of a trailing member 4B that is fitted between the inner wall surfaces of the facing walls 28 and 28, or between the installed leading member 4A and the inner surface of the insertion portions 31A and 31B.

また、本発明のコンクリート部材としての床版10の接続方法は、結合部材4の先行部材4Aを、互いに対向する対向壁の内壁面と挿入部の内面との間に設置する先行部材設置ステップと、当該設置された先行部材4Aと対向壁の内壁面との間、又は、当該設置された先行部材4Aと挿入部の内面との間に、上方から結合部材4の後行部材4Bを嵌入して設置する後行部材設置ステップとを備えた方法であればよい。 Further, the method of connecting the floor slab 10 as a concrete member of the present invention includes a preceding member installation step of installing the leading member 4A of the connecting member 4 between the inner wall surface of the facing wall facing each other and the inner surface of the insertion portion. , The trailing member 4B of the coupling member 4 is fitted from above between the installed leading member 4A and the inner wall surface of the facing wall, or between the installed leading member 4A and the inner surface of the insertion portion. Any method may be used as long as it includes a step for installing a trailing member.

尚、各実施形態においては、互いに隣り合う各受部材の互いに対向する各受部材の対向壁間にスペーサ5を設置した構成としたが、目地における対向壁間以外の位置にスペーサを設置するようにしてもよい。即ち、目地に、橋軸直角方向(橋幅方向)Yに沿って所定の間隔を隔てて複数のスペーサを配置して設置するようにしてもよい。 In each embodiment, the spacer 5 is installed between the facing walls of the receiving members facing each other of the receiving members adjacent to each other, but the spacer is installed at a position other than between the facing walls at the joint. It may be. That is, a plurality of spacers may be arranged and installed at joints along a direction perpendicular to the bridge axis (bridge width direction) Y at predetermined intervals.

また、スペーサ5及び結合部材4は、上述した鋼製、鋳物以外のスペーサ及び結合部材を用いても構わない。 Further, as the spacer 5 and the coupling member 4, spacers and coupling members other than those made of steel and casting described above may be used.

また、コンクリート部材は、床版以外のコンクリート部材であっても良い。 Further, the concrete member may be a concrete member other than the floor slab.

1 継手、2A,2B 受部材、3 繋ぎ部材、4 結合部材(結合手段)、
4 結合部材、4A 先行部材、4B 後行部材、4a 傾斜面、4b 面、
5 スペーサ、5A 先行スペーサ、5B 後行スペーサ、
10 床版(コンクリート部材)、11 床版の端部、11s 床版の端面、15 目地、16 目地材、21A,21B 凹部、23 定着部、31A,31B 挿入部、
32 連結部。
1 joint, 2A, 2B receiving member, 3 connecting member, 4 connecting member (joining means),
4 Joining member, 4A leading member, 4B trailing member, 4a inclined surface, 4b surface,
5 spacer, 5A leading spacer, 5B trailing spacer,
10 Deck (concrete member), 11 Deck end, 11s Deck end face, 15 joints, 16 joints, 21A, 21B recesses, 23 fixing parts, 31A, 31B insertion parts,
32 Connection part.

Claims (5)

コンクリート部材同士を連結するためのコンクリート部材の継手であって、
隣り合う各コンクリート部材の端部側にそれぞれ設置された受部材と、互いに隣り合う各受部材を繋ぐ繋ぎ部材と、互いに隣り合う各受部材と繋ぎ部材とを結合する結合部材とを備え、
受部材は、繋ぎ部材に設けられた挿入部が挿入される凹部と、コンクリート部材のコンクリートに定着される定着部とを備え、
繋ぎ部材は、互いに隣り合う各受部材の各凹部に挿入される一対の挿入部と、一対の挿入部を繋ぐ連結部とを備え、
結合部材は、互いに対向する各受部材の各凹部の各対向壁のうちの少なくとも一方の対向壁における内壁面と当該内壁面と対向する挿入部の内面との間に嵌入されて当該対向壁と挿入部とを結合する部材であって、
当該結合部材は、互いに対向する対向壁の内壁面と挿入部の内面との間に設置される先行部材と、当該設置された先行部材と対向壁の内壁面との間、又は、当該設置された先行部材と挿入部の内面との間に嵌入される後行部材とを備えて構成されたことを特徴とするコンクリート部材の継手。
It is a joint of concrete members for connecting concrete members to each other.
It is provided with a receiving member installed on the end side of each adjacent concrete member, a connecting member connecting the receiving members adjacent to each other, and a connecting member connecting the receiving members adjacent to each other and the connecting member.
The receiving member includes a recess into which the insertion portion provided in the connecting member is inserted, and a fixing portion fixed to the concrete of the concrete member.
The connecting member includes a pair of insertion portions inserted into each recess of each receiving member adjacent to each other, and a connecting portion connecting the pair of insertion portions.
The connecting member is fitted between the inner wall surface of at least one facing wall of each facing wall of each recess of each receiving member facing each other and the inner surface of the insertion portion facing the inner wall surface to meet the facing wall. A member that connects to the insertion part
The connecting member is installed between a leading member installed between the inner wall surface of the facing wall facing each other and the inner surface of the insertion portion, and between the installed leading member and the inner wall surface of the facing wall, or the mounting member. A joint of a concrete member, characterized in that it is configured to include a trailing member that is fitted between the leading member and the inner surface of the insertion portion.
互いに対向する対向壁の内壁面と挿入部の内面との間に設置された先行部材は、互いに対向する対向壁の内壁面及び挿入部の内面のうちの一方の面と間隔を隔てて対向する面が、上方に向かうほど当該一方の面との間隔が大きくなるような傾斜面に形成され、後行部材は、当該先行部材の傾斜面と接触する傾斜面及び当該一方の面と接触する面を有するように構成されたことを特徴とする請求項1に記載のコンクリート部材の継手。 The leading member installed between the inner wall surface of the facing wall facing each other and the inner surface of the insertion portion faces each other at a distance from one of the inner wall surface of the facing wall and the inner surface of the insertion portion facing each other. The surface is formed as an inclined surface so that the distance from the one surface increases toward the upper side, and the trailing member is an inclined surface in contact with the inclined surface of the preceding member and a surface in contact with the one surface. The joint of a concrete member according to claim 1, wherein the joint is configured to have. 先行部材は傾斜面から内部まで到達するねじ螺着孔を備え、
後行部材は上面から傾斜面まで到達するねじ貫通孔を備え、
ねじ貫通孔は、傾斜面の傾斜方向に沿った方向の長さが、ねじ螺着孔の傾斜面の傾斜方向に沿った方向の長さよりも長い長孔に形成され、
ねじ貫通孔とねじ螺着孔とが連続するように先行部材の傾斜面と後行部材の傾斜面とが接触した状態で、ねじがねじ貫通孔を通過してねじ螺着孔に締結されたことにより、先行部材と後行部材とが連結されたことを特徴とする請求項2に記載のコンクリート部材の継手。
The leading member has a threaded hole that reaches from the inclined surface to the inside.
The trailing member has a screw through hole that reaches from the top surface to the inclined surface.
The screw through hole is formed in a long hole in which the length in the direction along the inclined direction of the inclined surface is longer than the length in the direction along the inclined direction of the inclined surface of the screw threading hole.
The screw passed through the screw through hole and was fastened to the screw threaded hole in a state where the inclined surface of the leading member and the inclined surface of the trailing member were in contact with each other so that the screw through hole and the screw screwing hole were continuous. The joint of a concrete member according to claim 2, wherein the leading member and the trailing member are connected to each other.
互いに対向する各受部材の各凹部の各対向壁は、繋ぎ部材の連結部を上方から挿入するための溝の両側に位置された一方側対向壁と他方側対向壁とを備え、
結合部材は、互いに対向する受部材の一方側対向壁の内壁面と挿入部の内面との間に設けられたとともに、互いに対向する受部材の他方側対向壁の内壁面と挿入部の内面との間に設けられたことを特徴とする請求項1乃至請求項3のいずれか一項に記載のコンクリート部材の継手。
Each facing wall of each recess of each receiving member facing each other includes one-sided facing wall and the other-side facing wall located on both sides of a groove for inserting the connecting portion of the connecting member from above.
The coupling member is provided between the inner wall surface of the one-sided facing wall of the receiving member facing each other and the inner surface of the insertion portion, and the inner wall surface of the other facing wall of the receiving member facing each other and the inner surface of the insertion portion. The joint of a concrete member according to any one of claims 1 to 3, wherein the joint is provided between the two.
端面同士が目地となる隙間を介して互いに隣り合うように配置された各コンクリート部材同士を継手を用いて接続するコンクリート部材の接続方法であって、
継手は、
隣り合う各コンクリート部材の端部側にそれぞれ設置された受部材と、互いに隣り合う各受部材を繋ぐ繋ぎ部材と、互いに隣り合う各受部材と繋ぎ部材とを結合する結合手段と、を備え、
受部材は、繋ぎ部材に設けられた挿入部が挿入される凹部と、コンクリート部材のコンクリートに定着される定着部とを備え、
繋ぎ部材は、互いに隣り合う各受部材の各凹部に挿入されて各受部材と接合される一対の挿入部と、一対の挿入部を繋ぐ連結部とを備え、
結合部材は、先行部材と後行部材とを備えており、
コンクリート部材の接続方法は、
挿入部設置ステップでは、繋ぎ部材の一方の挿入部を一方の受部材の凹部に挿入して設置するとともに、繋ぎ部材の他方の挿入部を他方の受部材の凹部に挿入して設置する挿入部設置ステップと、
先行部材を、互いに対向する対向壁の内壁面と挿入部の内面との間に設置する先行部材設置ステップと、
当該設置された先行部材と対向壁の内壁面との間、又は、当該設置された先行部材と挿入部の内面との間に、上方から後行部材を嵌入して設置する後行部材設置ステップとを備えたことを特徴とするコンクリート部材の接続方法。
It is a connection method of concrete members that connects concrete members arranged so as to be adjacent to each other through a gap where the end faces serve as joints by using a joint.
The fitting is
It is provided with a receiving member installed on the end side of each adjacent concrete member, a connecting member for connecting the receiving members adjacent to each other, and a connecting means for connecting the receiving members adjacent to each other and the connecting member.
The receiving member includes a recess into which the insertion portion provided in the connecting member is inserted, and a fixing portion fixed to the concrete of the concrete member.
The connecting member includes a pair of insertion portions that are inserted into each recess of each receiving member adjacent to each other and joined to each receiving member, and a connecting portion that connects the pair of insertion portions.
The connecting member includes a leading member and a trailing member.
How to connect concrete members
In the insertion portion installation step, one insertion portion of the connecting member is inserted into the recess of one receiving member for installation, and the other insertion portion of the connecting member is inserted into the recess of the other receiving member for installation. Installation steps and
A leading member installation step in which the leading member is installed between the inner wall surface of the facing wall facing each other and the inner surface of the insertion portion.
A trailing member installation step in which a trailing member is inserted and installed from above between the installed leading member and the inner wall surface of the facing wall, or between the installed leading member and the inner surface of the insertion portion. A method of connecting concrete members, which is characterized by having and.
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JP7353546B1 (en) * 2022-09-07 2023-10-02 Next Innovation合同会社 Road bridge deck connection construction method
JP7381154B1 (en) * 2022-09-07 2023-11-15 Next Innovation合同会社 fitting
WO2024053171A1 (en) * 2022-09-07 2024-03-14 Next Innovation合同会社 Road bridge deck slab connection construction method
JP7384310B1 (en) 2023-06-16 2023-11-21 株式会社Ihi Joint structure, floor slab and floor slab replacement method

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