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JP6813883B2 - Fixed structure of receiving frame - Google Patents
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JP6813883B2 - Fixed structure of receiving frame - Google Patents

Fixed structure of receiving frame Download PDF

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JP6813883B2
JP6813883B2 JP2017027258A JP2017027258A JP6813883B2 JP 6813883 B2 JP6813883 B2 JP 6813883B2 JP 2017027258 A JP2017027258 A JP 2017027258A JP 2017027258 A JP2017027258 A JP 2017027258A JP 6813883 B2 JP6813883 B2 JP 6813883B2
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receiving frame
plate portion
fixed
anchor
gap
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JP2018131845A (en
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謙太郎 山本
謙太郎 山本
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Tyubu Corp
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Tyubu Corp
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本発明は、水平方向に互いに隣接する第1及び第2床躯体の間に沿って延びる間隙部を覆うカバー体を取り付ける受枠を第1または第2床躯体の側縁に固定する受枠の固定構造に関する。 The present invention has a fixing structure of a receiving frame for fixing a receiving frame for attaching a cover body covering a gap extending along between the first and second floor skeletons adjacent to each other in the horizontal direction to a side edge of the first or second floor skeleton. Regarding.

特許文献1には、水平方向に互いに隣接する第1及び第2床躯体の間の間隙部(目地)を覆う床用目地カバー装置の発明が開示されている。床用目地カバー装置は、地盤に免震装置によって揺動自在に支持された第1床躯体と、地盤に設置した第2床躯体との間の間隙部を覆うものであり、第1及び第2床躯体の間隙部を覆うカバー体と、カバー体の第1床躯体側の側縁を第1床躯体に連結する連結手段を備えている。連結手段は、第1床躯体の側縁に間隙部に沿って窪んで形成した支持段部に固定される断面L字形の保持受枠と、保持受枠の水平受縁に下側から挿通されたボルトよりなる連結杆とを備えている。保持受枠の垂直受枠の間隙部と反対側には第1床躯体の支持段部に固定したアンカーロッドが溶接によって固着されており、保持枠はアンカーロッドによって第1床躯体の支持段部に固定されている。さらに、保持受枠の下側及び間隙部と反対側はアンカーロッドに固着した部分を含めてコンクリートによって埋設されている。カバー体の第1床躯体側の側縁は、保持受枠の水平受縁に乗載された状態で、連結杆によって保持受枠に固定されており、カバー体の中間部から第2床躯体側の側縁は、間隙部の幅方向に移動可能に第2床躯体の支持段部に支持されている。 Patent Document 1 discloses an invention of a floor joint covering device that covers a gap (joint) between first and second floor skeletons that are horizontally adjacent to each other. The floor joint cover device covers the gap between the first floor skeleton that is swingably supported by the seismic isolation device on the ground and the second floor skeleton installed on the ground, and covers the first and first floor skeletons. A cover body that covers the gap between the two floor skeletons and a connecting means for connecting the side edges of the cover body on the first floor skeleton side to the first floor skeleton are provided. The connecting means are a holding frame having an L-shaped cross section fixed to a support step portion formed by recessing along a gap in the side edge of the first floor frame, and a bolt inserted from below into the horizontal receiving frame of the holding receiving frame. It is equipped with a connecting rod. An anchor rod fixed to the support step portion of the first floor skeleton is fixed to the support step portion of the first floor skeleton by welding on the opposite side of the vertical receiving frame of the holding receiving frame, and the holding frame is fixed to the support step portion of the first floor skeleton by the anchor rod. Has been done. Further, the lower side of the holding receiving frame and the side opposite to the gap portion are embedded with concrete including the portion fixed to the anchor rod. The side edge of the cover body on the first floor skeleton side is fixed to the holding receiving frame by a connecting rod while being mounted on the horizontal receiving edge of the holding receiving frame, and is fixed to the holding receiving frame from the middle portion of the cover body to the second floor skeleton side. The side edge is supported by the support step portion of the second floor skeleton so as to be movable in the width direction of the gap portion.

特開2009−228348号公報JP-A-2009-228348

特許文献1のような床用目地カバー装置においては、作業員が建築施工現場で保持受枠をアンカーロッドに溶接によって固着させている。このため、保持受枠とアンカーロッドとの溶接の固着強度は作業員の技術レベルによってばらつきが生じ、保持受枠をアンカーロッドに溶接によって強固に固着させることができないこともあった。この床用目地カバー装置では、地震が起きて第1床躯体が第2床躯体から離れるように揺動するとき、自動車等の車両が第2床躯体側からカバー体を通って第1床躯体側へ通過したとき、自動車等の車両が第1床躯体側からカバー体の上側を走行中にブレーキをかけたときに、カバー体が第1床躯体側から第2床躯体側に移動する大きな荷重(力)が加わる。このとき、連結杆と保持受枠にはカバー体から第2床躯体側に移動する大きな荷重(力)が加わり、保持受枠と第1床躯体に設けたアンカーロッドとの溶接による固着部分にも第2床躯体側に移動する大きな荷重(力)が加わり、上述したように、保持受枠とアンカーロッドとの溶接の固着強度が低いと、保持受枠がアンカーロッドから外れることがあった。この場合には、コンクリートを掘り起こして、保持受枠をアンカーロッドに溶接によって再び固着させなければならなかった。本発明は、建築施工現場での作業員の技術レベルに依存することなく、間隙部を覆うカバー体の側縁を乗載する受枠を床躯体に強固に固定できるようにすることを目的とする。 In a floor joint cover device as in Patent Document 1, a worker fixes a holding frame to an anchor rod by welding at a construction site. For this reason, the welding strength of the holding receiving frame and the anchor rod varies depending on the technical level of the worker, and the holding receiving frame may not be firmly fixed to the anchor rod by welding. In this floor joint cover device, when an earthquake occurs and the first floor skeleton swings away from the second floor skeleton, a vehicle such as an automobile passes through the cover body from the second floor skeleton side and passes through the first floor skeleton. When passing to the side, when a vehicle such as an automobile brakes while traveling from the first floor skeleton side to the upper side of the cover body, the cover body moves from the first floor skeleton side to the second floor skeleton side. A load (force) is applied. At this time, a large load (force) that moves from the cover body to the second floor skeleton side is applied to the connecting rod and the holding receiving frame, and the fixing portion by welding between the holding receiving frame and the anchor rod provided on the first floor skeleton is also the first. 2 When a large load (force) moving to the floor skeleton side is applied and the welding strength between the holding receiving frame and the anchor rod is low as described above, the holding receiving frame may come off from the anchor rod. In this case, concrete had to be dug up and the holding frame had to be reattached to the anchor rod by welding. An object of the present invention is to make it possible to firmly fix a receiving frame on which a side edge of a cover body covering a gap is placed to a floor skeleton without depending on the technical level of a worker at a construction site. ..

本発明は上記課題を解決するため、水平方向に互いに隣接する第1及び第2床躯体の間に沿って所定の間隔で延びる間隙部を覆うカバー体を取り付ける受枠を第1または第2床躯体の間隙部側の側縁に設けた段部に固定する受枠の固定構造であり、第1または第2床躯体の段部に沿って延びてカバー体の側縁を乗載する受枠の水平板部の下面に固着されて、受枠を第1または第2床躯体の段部に固定するためのアンカープレートと、水平板部とアンカープレートとを貫通した状態で水平板部の上側に突出して設けられてカバー体を固定する固定ロッドとを備え、アンカープレートは水平板部よりも間隙部と反対側に延出した延出板部と、延出板部の先端部を上側または下側に屈曲させた屈曲板部を備え、屈曲板部の間隙部側の側面に第1または第2床躯体の段部に固定したアンカーロッドを固着したことを特徴とする受枠の固定構造を提供するものである。 In order to solve the above problems, the present invention has a first or second floor skeleton in which a receiving frame for attaching a cover body that covers a gap extending at a predetermined interval between the first and second floor skeletons adjacent to each other in the horizontal direction is attached. It is a fixing structure of the receiving frame fixed to the step portion provided on the side edge on the gap side of the floor, and extends along the step portion of the first or second floor skeleton to mount the side edge of the cover body on the horizontal plate of the receiving frame. An anchor plate fixed to the lower surface of the portion to fix the receiving frame to the step portion of the first or second floor skeleton, and the horizontal plate portion and the anchor plate are provided so as to project above the horizontal plate portion. The anchor plate is provided with a fixing rod that is fixed to fix the cover body, and the anchor plate has an extension plate portion that extends to the side opposite to the gap portion from the horizontal plate portion, and the tip portion of the extension plate portion is bent upward or downward. Provided is a structure for fixing a receiving frame, which comprises a bent plate portion and has an anchor rod fixed to a step portion of the first or second floor skeleton fixed to a side surface of the bent plate portion on the gap side. is there.

上記のように構成した受枠の固定構造においては、カバー体を固定する固定ロッドが受枠の水平板部とアンカープレートを貫通した状態で設けられているので、カバー体から受枠に間隙部側に移動する荷重(力)が加わっても、受枠の水平板部とアンカープレートの固着部分には固定ロッドによって解離する荷重(力)が加わらないようになる。また、アンカープレートの屈曲板部がアンカーロッドの間隙部側と反対側に固着されているので、カバー体から受枠に間隙部側に移動する荷重(力)が加わっても、屈曲板部がアンカーロッド側に押し付けられるだけであるので、屈曲板部とアンカーロッドの固着部分には解離する荷重(力)が加わらないようになる。これにより、カバー体から受枠に間隙部側に移動する荷重(力)が加わっても、受枠とアンカープレートの固着部分とアンカープレートとアンカーロッドの固着部分が外れないようにすることができた。 In the fixing structure of the receiving frame configured as described above, since the fixing rod for fixing the cover body is provided so as to penetrate the horizontal plate portion and the anchor plate of the receiving frame, the cover body moves to the receiving frame toward the gap side. Even if a load (force) is applied, the load (force) dissociated by the fixing rod is not applied to the horizontal plate portion of the receiving frame and the fixed portion of the anchor plate. Further, since the bent plate portion of the anchor plate is fixed to the side opposite to the gap portion side of the anchor rod, the bent plate portion is anchored even if a load (force) moving from the cover body to the receiving frame is applied to the gap portion side. Since it is only pressed against the rod side, a dissociating load (force) is not applied to the bent plate portion and the anchor rod fixed portion. As a result, even if a load (force) moving from the cover body to the receiving frame toward the gap portion is applied, the fixing portion between the receiving frame and the anchor plate and the fixing portion between the anchor plate and the anchor rod can be prevented from coming off.

上記のように構成した受枠の固定構造においては、延出板部の先端部にはアンカーロッドを挿通する挿通孔を形成し、アンカーロッドを挿通孔に挿通させた状態で屈曲板部の間隙部側の側面に固着するのが好ましい。このようにしたときには、アンカーロッドをアンカープレートの延出板部の挿通孔に挿通させることで、アンカーロッドをアンカープレートの屈曲板部に接触した状態で位置決めでき、アンカーロッドをアンカープレートの屈曲板部に固着させる作業の作業性を向上させることができた。 In the fixed structure of the receiving frame configured as described above, an insertion hole through which the anchor rod is inserted is formed at the tip of the extension plate portion, and a gap portion of the bending plate portion is formed with the anchor rod inserted through the insertion hole. It is preferable to stick to the side surface. In this case, by inserting the anchor rod into the insertion hole of the extension plate portion of the anchor plate, the anchor rod can be positioned in contact with the bending plate portion of the anchor plate, and the anchor rod can be positioned in the bending plate portion of the anchor plate. It was possible to improve the workability of the work of fixing to the part.

本発明の受枠の固定構造を免震用のカバー装置に採用した概略図である。It is the schematic which adopted the fixed structure of the receiving frame of this invention for the cover device for seismic isolation. 間隙部の長手方向と直交する直交方向の受枠の固定構造の断面図である。It is sectional drawing of the fixed structure of the receiving frame in the orthogonal direction orthogonal to the longitudinal direction of a gap part. 第1床躯体に固定した受枠の斜視図である。It is a perspective view of the receiving frame fixed to the 1st floor skeleton. カバー体から受枠に間隙部側に移動する荷重が加わるときの概略図であり、第1床躯体が第2床躯体から離間するとき(a)、車両が第2床躯体側からカバー体を通って第1床躯体側に通行したとき(b)、車両が第1床躯体側からカバー体の上側でブレーキをかけたとき(c)の概略図である。It is a schematic diagram when the load moving from the cover body to the receiving frame side is applied to the gap side, and when the 1st floor skeleton separates from the 2nd floor skeleton (a), the vehicle passes through the cover body from the 2nd floor skeleton side. It is a schematic view of the case (b) when the vehicle passes through the first floor skeleton side and the vehicle applies the brake from the first floor skeleton side to the upper side of the cover body (c). アンカープレートの屈曲板部を下側に屈曲させたときの図2に相当する断面図である。It is sectional drawing corresponding to FIG. 2 when the bent plate part of an anchor plate is bent downward. アンカープレートの延出板部に形成した挿通孔を廃するとともに屈曲板部を下側に屈曲させたときの図2に相当する断面図である。It is sectional drawing corresponding to FIG. 2 when the insertion hole formed in the extension plate part of an anchor plate is abolished and the bending plate part is bent downward. アンカープレートの延出板部に形成した挿通孔を廃するとともに屈曲板部を上側に屈曲させたときの図2に相当する断面図である。It is sectional drawing corresponding to FIG. 2 when the insertion hole formed in the extension plate part of an anchor plate is abolished and the bending plate part is bent upward. 図7を間隙部側から見たときの側面図である(受枠及び取付段部は2点鎖線にて示した)。FIG. 7 is a side view when viewed from the gap side (the receiving frame and the mounting step portion are shown by a two-dot chain line).

以下に、本発明の受枠の固定構造の一実施形態を、免震用のカバー装置に採用した実施形態により説明する。図1に示したように、免震用のカバー装置10は、水平方向に互いに隣接する第1床躯体11と第2床躯体12との間に沿って所定の間隔で延びる間隙部13を覆うカバー体14と、第1床躯体11の側縁でカバー体14を取り付ける受枠21を備えている。この受枠21は受枠の固定構造20によって第1床躯体11の側縁に固定されている。 Hereinafter, an embodiment of the fixed structure of the receiving frame of the present invention will be described with reference to the embodiment adopted for the cover device for seismic isolation. As shown in FIG. 1, the seismic isolation cover device 10 covers a gap 13 extending at a predetermined interval between the first floor skeleton 11 and the second floor skeleton 12 which are horizontally adjacent to each other. A cover body 14 and a receiving frame 21 to which the cover body 14 is attached at the side edge of the first floor skeleton 11 are provided. The receiving frame 21 is fixed to the side edge of the first floor skeleton 11 by the fixing structure 20 of the receiving frame.

第1床躯体11は免震機構(図示省略)を介して地盤上に設置されたものであり、第1床躯体11は免震機構によって水平方向に揺動可能となっている。第2床躯体12は、第1床躯体11と水平方向にて隣接する位置にて地盤上に設置されたものである。第1及び第2床躯体11,12の間には所定の間隔で第1及び第2床躯体11,12に沿って延びる間隙部13が設けられており、この間隙部13は第1床躯体11が水平方向に揺動しても第2床躯体12に接触しない幅となっている。 The first floor skeleton 11 is installed on the ground via a seismic isolation mechanism (not shown), and the first floor skeleton 11 can swing in the horizontal direction by the seismic isolation mechanism. The second floor skeleton 12 is installed on the ground at a position horizontally adjacent to the first floor skeleton 11. Gap portions 13 extending along the first and second floor skeletons 11 and 12 are provided between the first and second floor skeletons 11 and 12 at predetermined intervals, and the gap portions 13 are provided in the first floor skeleton. The width is such that even if 11 swings in the horizontal direction, it does not come into contact with the second floor skeleton 12.

第1床躯体11の間隙部13側の側縁には間隙部13に沿って延びる取付段部11aが形成されており、取付段部11aにはカバー体14を第1床躯体11に取り付ける受枠21が固定構造20によって固定されている。また、第2床躯体12の間隙部13側の側縁には間隙部13に沿って延びる支持段部12aが形成されており、支持段部12aはカバー体14の側縁を間隙部13の幅方向に移動可能に支持している。 A mounting step portion 11a extending along the gap portion 13 is formed on the side edge of the first floor skeleton 11 on the gap 13 side, and a receiving frame for mounting the cover body 14 to the first floor skeleton 11 is formed on the mounting step portion 11a. 21 is fixed by the fixed structure 20. Further, a support step portion 12a extending along the gap portion 13 is formed on the side edge of the second floor skeleton 12 on the gap portion 13 side, and the support step portion 12a has the side edge of the cover body 14 as the gap portion 13. It is supported so that it can be moved in the width direction.

図2及び図3に示したように、受枠の固定構造20は、受枠21を第1床躯体11の側縁の取付段部11aに固定するものである。受枠21は第1床躯体11の取付段部11aにて間隙部13の長手方向に沿って延び、受枠21の長手方向と直交する方向の断面形状が水平板部21aと鉛直板部21bとからなる間隙部13側に開いたL字形をしている。受枠21の水平板部21aの下面にはアンカープレート22が溶接によって固着されている。アンカープレート22は受枠21を第1床躯体11に取り付けるためのものであり、受枠21の長手方向にて所定間隔を介して複数設けられている。アンカープレート22は受枠21の水平板部21aの下面に固着された固着板部22aと、固着板部22aから受枠21の水平板部21aよりも間隙部13と反対側に延出させた延出板部22bと、延出板部22bの先端部を上側に屈曲させた屈曲板部22cとを備えたL字形をした板金部材よりなる。 As shown in FIGS. 2 and 3, the receiving frame fixing structure 20 fixes the receiving frame 21 to the mounting step portion 11a of the side edge of the first floor skeleton 11. The receiving frame 21 extends along the longitudinal direction of the gap 13 at the mounting step portion 11a of the first floor frame 11, and the cross-sectional shape in the direction orthogonal to the longitudinal direction of the receiving frame 21 is from the horizontal plate portion 21a and the vertical plate portion 21b. It has an L-shape that opens toward the gap 13 side. An anchor plate 22 is fixed to the lower surface of the horizontal plate portion 21a of the receiving frame 21 by welding. The anchor plates 22 are for attaching the receiving frame 21 to the first floor skeleton 11, and a plurality of anchor plates 22 are provided in the longitudinal direction of the receiving frame 21 at predetermined intervals. The anchor plate 22 has a fixing plate portion 22a fixed to the lower surface of the horizontal plate portion 21a of the receiving frame 21 and an extension extending from the fixing plate portion 22a to the side opposite to the gap portion 13 from the horizontal plate portion 21a of the receiving frame 21. It is composed of an L-shaped sheet metal member including a plate portion 22b and a bent plate portion 22c in which the tip end portion of the extending plate portion 22b is bent upward.

受枠21の水平板部21aとアンカープレート22の固着板部22aには互いに連続する貫通孔が形成されており、貫通孔にはカバー体14を固定するためのボルトよりなる固定ロッド23が挿通されている。固定ロッド23の頭部23aはアンカープレート22の固着板部22aの下側に配置され、固定ロッド23はアンカープレート22の固着板部22aと受枠21の水平板部21aとの両貫通孔を通って、受枠21の水平板部21aの上側に突出している。さらに、固定ロッド23の頭部23aはアンカープレート22の固着板部22aの下面に溶接によって固着されている。なお、受枠21とアンカープレート22と固定ロッド23の溶接作業は建築施工現場でなく工場でなされている。 A through hole continuous with each other is formed in the horizontal plate portion 21a of the receiving frame 21 and the fixing plate portion 22a of the anchor plate 22, and a fixing rod 23 made of a bolt for fixing the cover body 14 is inserted into the through hole. ing. The head portion 23a of the fixing rod 23 is arranged below the fixing plate portion 22a of the anchor plate 22, and the fixing rod 23 passes through both through holes of the fixing plate portion 22a of the anchor plate 22 and the horizontal plate portion 21a of the receiving frame 21. Therefore, it projects upward from the horizontal plate portion 21a of the receiving frame 21. Further, the head portion 23a of the fixing rod 23 is fixed to the lower surface of the fixing plate portion 22a of the anchor plate 22 by welding. The welding work of the receiving frame 21, the anchor plate 22, and the fixing rod 23 is performed not at the construction site but at the factory.

アンカープレート22の延出板部22bの先端部には貫通孔よりなる挿通孔22dが形成されており、挿通孔22dには第1床躯体11の取付段部11aに鉛直に起立して固定したアンカーロッド24が挿通されている。アンカーロッド24は屈曲板部22cの間隙部13側の側面に沿うように配置され、アンカーロッド24は屈曲板部22cの間隙部13側の側面に溶接によって固着されている。受枠21は固定構造20によって固定された状態で、第1床躯体11の取付段部11aにて下側及び間隙部13と反対側がコンクリートによって埋設されている。なお、アンカープレート22の屈曲板部22cとアンカーロッド24の溶接作業は工場でなく建築施工現場でなされている。 An insertion hole 22d formed of a through hole is formed at the tip of the extension plate portion 22b of the anchor plate 22, and the insertion hole 22d is vertically upright and fixed to the mounting step portion 11a of the first floor skeleton 11. The anchor rod 24 is inserted. The anchor rod 24 is arranged along the side surface of the bent plate portion 22c on the gap 13 side, and the anchor rod 24 is fixed to the side surface of the bent plate 22c on the gap 13 side by welding. The receiving frame 21 is fixed by the fixed structure 20, and the lower side and the side opposite to the gap portion 13 are embedded with concrete in the mounting step portion 11a of the first floor skeleton 11. The welding work of the bent plate portion 22c of the anchor plate 22 and the anchor rod 24 is performed not at the factory but at the construction site.

次に、地震によって第1床躯体11が揺動したときのカバー体14の動作について説明する。第1床躯体11が地震時に免震機構によって水平方向に揺動すると、第1床躯体11は第2床躯体12に近づくまたは離れるように揺動する。このとき、カバー体14は第1床躯体11とともに第2床躯体12に近づくまたは離れるように移動する。図4(a)に示したように、カバー体14が第2床躯体12から離れるように移動するときには、受枠21には固定ロッド23を介してカバー体14が第1床躯体11側から第2床躯体12側に移動する大きな荷重(力)Pが加わる。また、図4(b)に示したように、自動車等の車両が第2床躯体12側からカバー体14を通って第1床躯体11側へ通過したとき、図4(c)に示したように、自動車等の車両が第1床躯体11側からカバー体14の上側を走行中にブレーキをかけたときに、カバー体14が第1床躯体11側から第2床躯体12側に移動する大きな荷重(力)Pが加わる。このときにも、受枠21には固定ロッド23を介してカバー体14が第1床躯体11側から第2床躯体12側に移動する大きな荷重(力)Pが加わる。 Next, the operation of the cover body 14 when the first floor skeleton 11 swings due to an earthquake will be described. When the first floor skeleton 11 swings in the horizontal direction by the seismic isolation mechanism during an earthquake, the first floor skeleton 11 swings toward or away from the second floor skeleton 12. At this time, the cover body 14 moves toward or away from the second floor skeleton 12 together with the first floor skeleton 11. As shown in FIG. 4A, when the cover body 14 moves away from the second floor skeleton 12, the cover body 14 is placed on the receiving frame 21 via the fixing rod 23 from the first floor skeleton 11 side. A large load (force) P that moves to the 2 floor skeleton 12 side is applied. Further, as shown in FIG. 4 (b), when a vehicle such as an automobile passes from the second floor skeleton 12 side through the cover body 14 to the first floor skeleton 11 side, it is shown in FIG. 4 (c). As described above, when a vehicle such as an automobile applies a brake while traveling from the first floor skeleton 11 side to the upper side of the cover body 14, the cover body 14 moves from the first floor skeleton 11 side to the second floor skeleton 12 side. A large load (force) P is applied. Also at this time, a large load (force) P is applied to the receiving frame 21 so that the cover body 14 moves from the first floor skeleton 11 side to the second floor skeleton 12 side via the fixed rod 23.

上述したように、この受枠の固定構造20は、受枠21の水平板部21aの下面に固着されて第1床躯体11の側縁の取付段部11aに固定するためのアンカープレート22と、水平板部21aとアンカープレート22とを貫通した状態で水平板部21aの上側に突出して設けられてカバー体14を固定する固定ロッド23とを備えている。アンカープレート22は水平板部21aよりも間隙部13と反対側に延出した延出板部22bと、延出板部22bの先端部を上側に屈曲させた屈曲板部22cを備え、屈曲板部22cの間隙部13側の側面に第1床躯体11の取付段部11aに固定したアンカーロッド24を固着した。 As described above, the fixing structure 20 of the receiving frame is horizontal to the anchor plate 22 which is fixed to the lower surface of the horizontal plate portion 21a of the receiving frame 21 and fixed to the mounting step portion 11a of the side edge of the first floor skeleton 11. A fixing rod 23 is provided so as to project above the horizontal plate portion 21a in a state of penetrating the plate portion 21a and the anchor plate 22 to fix the cover body 14. The anchor plate 22 includes an extension plate portion 22b extending to the side opposite to the gap portion 13 from the horizontal plate portion 21a, and a bending plate portion 22c in which the tip portion of the extension plate portion 22b is bent upward. An anchor rod 24 fixed to the mounting step portion 11a of the first floor skeleton 11 was fixed to the side surface of the portion 22c on the gap 13 side.

この受枠の固定構造20では、カバー体14を固定する固定ロッド23が受枠21の水平板部21aとアンカープレート22とを貫通させた状態で設けられているので、カバー体14から受枠21に間隙部13側に移動する荷重(力)が加わっても、受枠21の水平板部21aとアンカープレート22の固着部分(図2のW1にて示した)には固定ロッド23によって解離する荷重(力)が加わらないようになる。また、アンカープレート22の屈曲板部22cがアンカーロッド24の間隙部13側と反対側に固着されているので、カバー体14から受枠21に間隙部13側に移動する荷重(力)が加わっても、屈曲板部22cがアンカーロッド24側に押し付けられるだけであるので、アンカープレート22の屈曲板部22cとアンカーロッド24の固着部分(図2のW2にて示した)には解離する荷重が加わらないようになる。これにより、カバー体14から受枠21に間隙部13側に移動する荷重(力)が加わっても、受枠21とアンカープレート22の固着部分W1とアンカープレート22とアンカーロッド24の固着部分W2が解離しないようにすることができた。このように、受枠の固定構造20によって、建築施工現場の作業員の技術レベルに左右されることなく、受枠21を第1床躯体11に強固に固定することができるようになった。 In the fixing structure 20 of the receiving frame, since the fixing rod 23 for fixing the cover body 14 is provided so as to penetrate the horizontal plate portion 21a of the receiving frame 21 and the anchor plate 22, there is a gap between the cover body 14 and the receiving frame 21. Even if a load (force) that moves to the portion 13 side is applied, a load (force) that is dissociated by the fixing rod 23 to the fixed portion (shown by W1 in FIG. 2) between the horizontal plate portion 21a of the receiving frame 21 and the anchor plate 22. ) Will not be added. Further, since the bent plate portion 22c of the anchor plate 22 is fixed to the side opposite to the gap portion 13 side of the anchor rod 24, a load (force) that moves from the cover body 14 to the receiving frame 21 toward the gap portion 13 side is applied. However, since the bent plate portion 22c is only pressed against the anchor rod 24 side, a dissociating load is applied to the fixed portion (shown in W2 of FIG. 2) between the bent plate portion 22c of the anchor plate 22 and the anchor rod 24. Will not join. As a result, even if a load (force) that moves from the cover body 14 to the receiving frame 21 toward the gap portion 13 is applied, the fixing portion W1 of the receiving frame 21 and the anchor plate 22 and the fixing portion W2 of the anchor plate 22 and the anchor rod 24 are dissociated. I was able to avoid it. As described above, the fixing structure 20 of the receiving frame makes it possible to firmly fix the receiving frame 21 to the first floor skeleton 11 without being influenced by the technical level of the workers at the construction site.

また、延出板部22bの先端部に屈曲板部22cを形成せずに、延出板部22bに挿通孔22dを形成する場合には、挿通孔22dの周囲の強度を維持するために、挿通孔22dを延出板部22bの先端部よりも間隙部13側に形成しなければならない。この場合には、延出板部22bを必要以上に間隙部13側と反対側に長く延出させなければならなく、取付段部11aの幅が広くなり、第1床躯体11の建物を間隙部13に近づけて建てることができない。この実施形態では、延出板部22bの先端部にはアンカーロッド24を挿通する挿通孔22dを形成し、アンカーロッド24を挿通孔22dに挿通させた状態で屈曲板部22cの間隙部13側の側面に固着した。このように、延出板部22bの先端部に挿通孔22dを形成しても、挿通孔22dに挿通したアンカーロッド24を屈曲板部22cで受けることができるため、取付段部11aの幅を必要以上に広くすることなく、延出板部22bの挿通孔22dの周囲に負荷が生じないようにすることができた。また、アンカーロッド24をアンカープレート22の延出板部22bの挿通孔22dに挿通させることで、アンカーロッド24をアンカープレート22の屈曲板部22cに接触した状態で位置決めすることができ、アンカーロッド24をアンカープレート22の屈曲板部22cに固着させる作業の作業性を向上させることができた。 Further, when the insertion hole 22d is formed in the extension plate portion 22b without forming the bending plate portion 22c at the tip portion of the extension plate portion 22b, in order to maintain the strength around the insertion hole 22d, the strength is maintained. The insertion hole 22d must be formed on the gap 13 side of the extending plate portion 22b. In this case, the extension plate portion 22b must be extended longer than necessary to the side opposite to the gap portion 13 side, the width of the mounting step portion 11a becomes wider, and the building of the first floor skeleton 11 is gapped. It cannot be built close to part 13. In this embodiment, an insertion hole 22d through which the anchor rod 24 is inserted is formed at the tip of the extension plate portion 22b, and the gap portion 13 side of the bending plate portion 22c is formed with the anchor rod 24 inserted through the insertion hole 22d. Sticked to the side of. In this way, even if the insertion hole 22d is formed at the tip of the extension plate portion 22b, the anchor rod 24 inserted through the insertion hole 22d can be received by the bending plate portion 22c, so that the width of the mounting step portion 11a can be increased. It was possible to prevent a load from being generated around the insertion hole 22d of the extension plate portion 22b without making it wider than necessary. Further, by inserting the anchor rod 24 into the insertion hole 22d of the extension plate portion 22b of the anchor plate 22, the anchor rod 24 can be positioned in contact with the bending plate portion 22c of the anchor plate 22, and the anchor rod can be positioned. The workability of the work of fixing the 24 to the bent plate portion 22c of the anchor plate 22 could be improved.

この実施形態の受枠の固定構造20においては、アンカープレート22の屈曲板部22cを上側に屈曲させたものであるが、本発明はこれに限られるものでなく、図5に示したように、アンカープレート22の屈曲板部22cを下側に屈曲させたものであってもよい。 In the fixed structure 20 of the receiving frame of this embodiment, the bent plate portion 22c of the anchor plate 22 is bent upward, but the present invention is not limited to this, and as shown in FIG. The bent plate portion 22c of the anchor plate 22 may be bent downward.

この実施形態の受枠の固定構造20においては、アンカープレート22の延出板部22bの先端部に挿通孔22dを形成し、挿通孔22dにアンカーロッド24を挿通させたが、本発明はこれに限られるものでなく、図6に示したように、アンカープレート22の延出板部22bの先端部に挿通孔22dを形成せずに、アンカーロッド24をアンカープレート22の延出板部22bの先端部に下側に屈曲させた屈曲板部22cの間隙部13側の側面に溶接により固着させたものであってもよい。この場合には、延出板部22bの長さを短くできるため、取付段部11aの幅をさらに狭くすることができるようになる。 In the fixing structure 20 of the receiving frame of this embodiment, an insertion hole 22d is formed at the tip of the extension plate portion 22b of the anchor plate 22, and the anchor rod 24 is inserted through the insertion hole 22d. Not limited to this, as shown in FIG. 6, the anchor rod 24 can be attached to the extension plate portion 22b of the anchor plate 22 without forming an insertion hole 22d at the tip end portion of the extension plate portion 22b of the anchor plate 22. It may be fixed to the side surface of the bent plate portion 22c bent downward to the tip portion on the gap 13 side by welding. In this case, since the length of the extension plate portion 22b can be shortened, the width of the mounting step portion 11a can be further narrowed.

さらに、アンカープレート22の延出板部22bの先端部に挿通孔22dを形成しないときには、図7及び図8に示したように、アンカーロッド24を上下を逆にしたL字形に屈曲させるとともに、アンカープレート22の延出板部22bの先端部に上側に屈曲させた屈曲板部22cの間隙部13側の側面に溶接により固着させるようにしてもよい。 Further, when the insertion hole 22d is not formed at the tip of the extension plate portion 22b of the anchor plate 22, the anchor rod 24 is bent into an L shape upside down as shown in FIGS. 7 and 8. The anchor plate 22 may be fixed to the tip end portion of the extension plate portion 22b by welding to the side surface of the bending plate portion 22c bent upward on the gap portion 13 side.

上記の実施形態の受枠の固定構造20は、受枠21を第1床躯体11に固定するものであるが、本発明はこれに限られるものでなく、受枠21を第2床躯体12に固定するものであってもよい。 The receiving frame fixing structure 20 of the above embodiment fixes the receiving frame 21 to the first floor skeleton 11, but the present invention is not limited to this, and the receiving frame 21 is fixed to the second floor skeleton 12. It may be a thing.

上記の実施形態の受枠の固定構造20は、第1床躯体11が水平方向に揺動可能な免震用のカバー装置10の第1床躯体11に適用したものであるが、本発明はこれに限られるものでなく、第1床躯体と第2床躯体の両方が地盤に固定されているものであってもよい。 The fixed structure 20 of the receiving frame of the above embodiment is applied to the first floor skeleton 11 of the seismic isolation cover device 10 in which the first floor skeleton 11 can swing in the horizontal direction. However, both the first floor skeleton and the second floor skeleton may be fixed to the ground.

11…第1床躯体、12…第2床躯体、13…間隙部、14…カバー体、20…受枠の固定構造、21…受枠、21a…水平板部、22…アンカープレート、22b…延出板部、22c…屈曲板部、22d…挿通孔、23…固定ロッド、24…アンカーロッド。 11 ... 1st floor skeleton, 12 ... 2nd floor skeleton, 13 ... gap, 14 ... cover body, 20 ... fixed structure of receiving frame, 21 ... receiving frame, 21a ... horizontal plate part, 22 ... anchor plate, 22b ... extension Plate part, 22c ... Bending plate part, 22d ... Insertion hole, 23 ... Fixed rod, 24 ... Anchor rod.

Claims (2)

水平方向に互いに隣接する第1及び第2床躯体の間に沿って所定の間隔で延びる間隙部を覆うカバー体を取り付ける受枠を前記第1または第2床躯体の前記間隙部側の側縁に設けた段部に固定する受枠の固定構造であり、
前記第1または第2床躯体の前記段部に沿って延びて前記カバー体の側縁を乗載する前記受枠の水平板部の下面に固着されて、前記受枠を前記第1または第2床躯体の前記段部に固定するためのアンカープレートと、前記水平板部と前記アンカープレートとを貫通した状態で前記水平板部の上側に突出して設けられて前記カバー体を固定する固定ロッドとを備え、
前記アンカープレートは前記水平板部よりも前記間隙部と反対側に延出した延出板部と、前記延出板部の先端部を上側または下側に屈曲させた屈曲板部を備え、前記屈曲板部の前記間隙部側の側面に前記第1または第2床躯体の前記段部に固定したアンカーロッドを固着したことを特徴とする受枠の固定構造。
A receiving frame for attaching a cover body covering a gap extending at a predetermined interval between the first and second floor skeletons adjacent to each other in the horizontal direction is provided on the side edge of the first or second floor skeleton on the gap side. It is a fixed structure of the receiving frame that is fixed to the provided step .
The receiving frame is fixed to the lower surface of the horizontal plate portion of the receiving frame that extends along the step portion of the first or second floor skeleton and mounts the side edge of the cover body, and the receiving frame is attached to the first or second floor. An anchor plate for fixing to the step portion of the skeleton and a fixing rod provided so as to project above the horizontal plate portion while penetrating the horizontal plate portion and the anchor plate to fix the cover body. Prepare,
The anchor plate includes an extension plate portion extending to the side opposite to the gap portion from the horizontal plate portion, and a bending plate portion in which the tip end portion of the extension plate portion is bent upward or downward. A fixing structure of a receiving frame, characterized in that an anchor rod fixed to the step portion of the first or second floor skeleton is fixed to a side surface of the bent plate portion on the gap side.
請求項1に記載の受枠の固定構造において、
前記延出板部の先端部には前記アンカーロッドを挿通する挿通孔を形成し、前記アンカーロッドを前記挿通孔に挿通させた状態で前記屈曲板部の前記間隙部側の側面に固着したことを特徴とする受枠の固定構造。
In the fixed structure of the receiving frame according to claim 1,
An insertion hole through which the anchor rod is inserted is formed at the tip of the extension plate portion, and the anchor rod is fixed to the side surface of the bending plate portion on the gap side in a state of being inserted through the insertion hole. The fixed structure of the receiving frame is characterized by.
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