JP5361623B2 - Floor joint cover device - Google Patents

Floor joint cover device Download PDF

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JP5361623B2
JP5361623B2 JP2009207616A JP2009207616A JP5361623B2 JP 5361623 B2 JP5361623 B2 JP 5361623B2 JP 2009207616 A JP2009207616 A JP 2009207616A JP 2009207616 A JP2009207616 A JP 2009207616A JP 5361623 B2 JP5361623 B2 JP 5361623B2
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joint
cover body
gap
floor
receiving frame
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JP2011058224A (en
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健治 近藤
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カネソウ株式会社
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a joint cover device for a floor, which can constantly maintain uniform continuity of a water passage gap even when a cover body is individually displaced in the width direction of a joint. <P>SOLUTION: A holding retainer frame 16, which is equipped with the water passage gap 20 elongated in a direction along the joint s in a position flush with the floor f1, is arranged at the side edge of the floor f1 of a building A to which one end of the cover body C is to be connected. Thus, even when the plurality of cover bodies C are individually displaced in the width direction of a joint s due to, for example, vibrations generated by earthquakes or passage on the cover body C, the state of the uniform continuity of the water passage gap 20 in a direction along the joint s can be constantly obtained without reference to then displacement of the cover bodies. <P>COPYRIGHT: (C)2011,JPO&amp;INPIT

Description

本発明は、排水機能を備えた床用目地カバー装置に関する。   The present invention relates to a floor joint cover device having a drainage function.

隣接する建造物の床相互間の目地を覆う床用目地カバー装置にあって、排水機能を備えたものが本願出願人によって既に提案されている(特許文献1参照)。   An applicant of the present invention has already proposed a floor joint cover device for covering joints between floors of adjacent buildings and having a drainage function (see Patent Document 1).

かかる床用目地カバー装置は、図7に示すように、目地sを覆うカバー体Cの端縁に複数の足板aが、その下端をカバー体Cの底面より下方に突出させた状態で目地sの長手方向に沿って適宜間隔で配設され、各足板aの上端に適宜数の桟杆bを横架することにより目地sの長手方向に沿う通水間隙cが設けられている。また、床fの側縁には、水平受縁eと該水平受縁eの外端から上方に立ち上がる垂直縁gを備えた断面略L形の受枠dが目地の長手方向に沿って配設されており、該受枠dの水平受縁e上に前記足板aを乗載してカバー体Cの端部を支持させることにより、前記通水間隙cからカバー体Cの下部を経て目地sに連通する通水路hが設けられている。また、カバー体Cには、該カバー体Cが目地sの幅方向にずれた場合に、そのずれを修正するための押圧バネjが両端縁に配設されている。   As shown in FIG. 7, the floor joint cover device has a plurality of foot plates a at the edge of the cover body C covering the joint s, and the joint with the lower ends projecting downward from the bottom surface of the cover body C. Water passage gaps c are provided along the longitudinal direction of the joints s by being arranged at appropriate intervals along the longitudinal direction of s and by laying an appropriate number of piers b on the upper ends of the foot plates a. Further, a receiving frame d having a substantially L-shaped cross section having a horizontal receiving edge e and a vertical edge g rising upward from the outer end of the horizontal receiving edge e is disposed along the longitudinal direction of the joint at the side edge of the floor f. The foot plate a is mounted on the horizontal receiving edge e of the receiving frame d and the end portion of the cover body C is supported, whereby the joint s is passed through the lower portion of the cover body C from the water passage gap c. A water passage h that communicates with the water is provided. In addition, when the cover body C is displaced in the width direction of the joint s, the cover body C is provided with pressing springs j for correcting the displacement at both end edges.

特開平9−21190号公報Japanese Patent Laid-Open No. 9-21190

ところで、従来構成の床用目地カバー装置にあって、カバー体Cは目地sの長手方向に沿って複数個が連続して配設されるのであるが、地震或いはカバー体C上の通行による衝撃や振動等によって、各カバー体Cが目地sの幅方向に個々にずれた場合に、押圧バネjではそのずれが完全に修正ができないため、各カバー体Cの端縁に設けられている通水間隙cが目地sの長手方向に整一に連続しなくなり、見栄えが悪いという問題点があった。   By the way, in the floor joint cover device of the conventional configuration, a plurality of the cover bodies C are continuously arranged along the longitudinal direction of the joint s. When the cover bodies C are individually displaced in the width direction of the joint s due to vibration or vibration, the displacement cannot be completely corrected by the pressing spring j. There is a problem that the water gap c is not continuously arranged in the longitudinal direction of the joint s, and the appearance is poor.

本発明は、かかる従来の問題点を解消するためになされたものであって、カバー体が目地の幅方向に個々にずれても、常に通水間隙の整一な連続性を維持し得る床用目地カバー装置を提供することを目的とするものである。   The present invention has been made in order to solve such a conventional problem, and even when the cover body is individually displaced in the joint width direction, the floor can always maintain the uniform continuity of the water passage gap. An object of the present invention is to provide a joint cover device.

本発明は、隣接する建造物の床相互間の目地に差し渡されるカバー体の一端が、一方の床の側縁に連結手段を介して連結されるとともに、該カバー体の他端を自由端とし、該自由端が他方の床の側縁に摺動可能に乗載されてなる床用目地カバー装置において、カバー体の一端が連結される一方の床の側縁に、カバー体の一端を支承する保持受枠が目地に沿う方向に配設され、該保持受枠に、目地に沿う方向に延在する通水間隙を上部に備え、かつ該通水間隙からカバー体の下部を経て目地に連通する連通間隙を備えた排水路が設けられていることを特徴とする床用目地カバー装置である。   According to the present invention, one end of a cover body that is passed to a joint between floors of adjacent buildings is connected to a side edge of one floor via a connecting means, and the other end of the cover body is connected to a free end. In the floor joint cover device in which the free end is slidably mounted on the side edge of the other floor, one end of the cover body is connected to the side edge of one floor to which one end of the cover body is connected. A holding receiving frame to be supported is arranged in a direction along the joint, and the holding receiving frame is provided with a water passage gap extending in the direction along the joint, and communicates from the water passage gap to the joint through the lower portion of the cover body. A floor joint cover device characterized in that a drainage channel having a communication gap is provided.

ここで、目地に沿う方向に延在する通水間隙は、ハイヒールの踵が嵌り込まない程度の複数のスリット状細隙として設けられる。   Here, the water passage gaps extending in the direction along the joints are provided as a plurality of slit-shaped slits so that the heels of the high heels are not fitted therein.

上述した床用目地カバー装置にあって、保持受枠が、水平縁と該水平縁の外端から上方に立ち上がる垂直縁とからなる受枠基体と、垂直板部と水平板部とによりL形に形成され、受枠基体の内面に、目地に沿う方向に所定間隔で配設された複数の支持片と、各支持片の垂直板部の上端に差し渡された単一または複数の桟杆と、各支持片の水平板部の上端に差し渡されてカバー体の一端の下部を支承する支承板とを備えてなり、垂直板部の上端に差し渡された桟杆の側部に生じる間隙によって通水間隙が形成され、該通水間隙の下方領域で垂直板部の幅員によって生じる隙間及び支承板と受枠基体の水平縁との間に生じる間隙によって連通間隙が形成されている構成が提案される。   In the above-described floor joint cover device, the holding receiving frame is formed in an L shape by a receiving frame base having a horizontal edge and a vertical edge rising upward from an outer end of the horizontal edge, and a vertical plate portion and a horizontal plate portion. A plurality of support pieces disposed on the inner surface of the receiving frame base at predetermined intervals in the direction along the joints, and a single or a plurality of crosspieces passed to the upper end of the vertical plate portion of each support piece, And a support plate that is passed to the upper end of the horizontal plate portion of the support piece and supports the lower portion of one end of the cover body, and is passed by a gap formed on the side of the pier that is passed to the upper end of the vertical plate portion. A configuration is proposed in which a water gap is formed, and a communication gap is formed by a gap generated by the width of the vertical plate portion and a gap generated between the support plate and the horizontal edge of the receiving frame base in the lower region of the water flow gap. .

本発明は、上述したように、カバー体の一端が連結される一方の床の側縁に、カバー体の一端を支承する保持受枠が目地に沿う方向に配設され、該保持受枠に、目地に沿う方向に延在する通水間隙を上部に備え、かつ該通水間隙からカバー体の下部を経て目地に連通する連通間隙を備えた排水路が設けられているので、降雨時に雨水を排水路の通水間隙から連通間隙内に流入させ、かつ該連通間隙を介して目地へ流出させることができる。そして、前記通水間隙が保持受枠に設けられていることにより、複数のカバー体が目地の幅方向に個々にずれても、そのずれに関わらず、常に通水間隙が目地に沿う方向に整一に連続する状態が得られ、従来構成に比して外的美観を向上させることができる。   In the present invention, as described above, the holding receiving frame for supporting one end of the cover body is disposed in the direction along the joint on the side edge of the one floor to which the one end of the cover body is connected. A drainage channel is provided with a water passage that extends in the direction along the top and a communication gap that communicates from the water passage to the joint through the lower part of the cover body. It is possible to flow into the communication gap from the water passage gap of the road and to flow out to the joint through the communication gap. In addition, since the water passage gap is provided in the holding receiving frame, even if the plurality of cover bodies are individually displaced in the joint width direction, the water passage gap is always adjusted in the direction along the joint. A continuous state can be obtained, and the external aesthetics can be improved as compared with the conventional configuration.

また、保持受枠が、水平縁と該水平縁の外端から上方に立ち上がる垂直縁とからなる受枠基体と、垂直板部と水平板部とによりL形に形成され、受枠基体の内面に、目地に沿う方向に所定間隔で配設された複数の支持片と、各支持片の垂直板部の上端に差し渡された単一または複数の桟杆と、各支持片の水平板部の上端に差し渡されてカバー体の一端の下部を支承する支承板とを備えてなり、垂直板部の上端に差し渡された桟杆の側部に生じる間隙によって通水間隙が形成され、該通水間隙の下方領域で垂直板部の幅員によって生じる隙間及び支承板と受枠基体の水平縁との間に生じる間隙によって連通間隙が形成されている構成にあっては、受枠基体の内面の上部に開口し、目地に沿う方向に延在する通水間隙と、該通水間隙からカバー体の下部を経て目地に連通する連通間隙とを備えた排水路を保持受枠に設けることができる。   The holding receiving frame is formed in an L shape by a receiving frame base composed of a horizontal edge and a vertical edge rising upward from the outer end of the horizontal edge, and a vertical plate portion and a horizontal plate portion. A plurality of support pieces arranged at predetermined intervals in the direction along the vertical direction, single or plural crosspieces passed to the upper end of the vertical plate portion of each support piece, and the upper end of the horizontal plate portion of each support piece And a support plate that supports the lower part of one end of the cover body, and a water passage gap is formed by a gap formed on the side of the pier that is passed to the upper end of the vertical plate portion. In the configuration in which the communication gap is formed by the gap generated by the width of the vertical plate portion in the lower area of the gap and the gap generated between the support plate and the horizontal edge of the receiving frame base, an opening is formed above the inner surface of the receiving base. A water passage gap extending in the direction along the joint, and the cover body from the water passage gap It may be provided drainage channel with a communication gap which communicates with the joint through a lower portion holding receiving frame.

実施例にかかる床用目地カバー装置の施工状態を示す縦断面図である。It is a longitudinal cross-sectional view which shows the construction state of the joint cover apparatus for floors concerning an Example. 同上の床用目地カバー装置を構成するカバー体Cの縦断面図である。It is a longitudinal cross-sectional view of the cover body C which comprises the joint joint apparatus for floors same as the above. 同上のカバー体Cと摺動受枠2及び保持受枠16の平面図である。It is a top view of the cover body C same as the above, the sliding receiving frame 2, and the holding receiving frame 16. FIG. (A)は床f1 に配設された保持受枠16の拡大縦断面図、(B)は保持受枠16にカバー体Cの端部を連結した状態を示す拡大縦断面図である。(A) is an enlarged longitudinal sectional view of the holding receiving frame 16 disposed on the floor f1, and (B) is an enlarged longitudinal sectional view showing a state in which the end of the cover body C is connected to the holding receiving frame 16. 保持受枠16の外観斜視図である。2 is an external perspective view of a holding receiving frame 16. FIG. 他の形態のカバー体Cを備えた床用目地カバー装置の部分拡大縦断面図である。It is the elements on larger scale of the floor joint cover apparatus provided with the cover body C of another form. カバー体Cの端縁に通水間隙cを備えた従来の床用目地カバー装置の部分拡大縦断面図である。FIG. 5 is a partially enlarged longitudinal sectional view of a conventional floor joint cover device provided with a water passage gap c at an end edge of a cover body C.

本発明にかかる床用目地カバー装置の一実施例を、図1〜図5に基づいて説明する。   One example of a floor joint cover device according to the present invention will be described with reference to FIGS.

図1において、Aは緩衝機能を備えた免震装置(図示省略)によって下部が支持された免震構造の建造物、Bは該建造物Aの周囲に形成された人工地盤からなる建造物であって、目地sを介して隣接している。目地sは、建造物Aの周囲に沿って所定幅で形成され、地震時における建造物Aと周囲の建造物Bとの水平方向の相対的な揺れを吸収し得るようになっている。   In FIG. 1, A is a building having a base-isolated structure whose lower part is supported by a base-isolating device (not shown) having a buffer function, and B is a building made of artificial ground formed around the building A. It is adjacent via the joint s. The joint s is formed with a predetermined width along the periphery of the building A, and can absorb the horizontal fluctuation of the building A and the surrounding building B in the event of an earthquake.

前記建造物Bの床f2 の側縁には、図1に示すように、後述するカバー体Cの厚みに相当する深さで窪ませた支持段縁1が、目地sの幅方向(図1において左右方向)に所定幅で形成されており、該支持段縁1には摺動受枠2が配設されている。該摺動受枠2は、支持段縁1の上面を覆う水平状の下部受縁3aと、該下部受縁3aの後端から立ち上がり縁3bを介して連成されて床f2 の前部上面を覆う水平状の上部受縁3cとを備えている。この摺動受枠2は、目地sに沿う方向(図1において前後方向)に延在するように配設されており、その長さは複数個のカバー体Cを横に並べて配置し得る長さとなっている。   At the side edge of the floor f2 of the building B, as shown in FIG. 1, a supporting step edge 1 that is recessed at a depth corresponding to the thickness of a cover body C to be described later is provided in the width direction of the joint s (FIG. 1). In the left and right direction), the support step edge 1 is provided with a slide receiving frame 2. The sliding receiving frame 2 is coupled to a horizontal lower receiving edge 3a covering the upper surface of the supporting step edge 1 and a rising edge 3b from the rear end of the lower receiving edge 3a, and the front upper surface of the floor f2. And a horizontal upper receiving edge 3c. The sliding receiving frame 2 is disposed so as to extend in a direction along the joint s (front-rear direction in FIG. 1), and the length thereof is a length that allows a plurality of cover bodies C to be arranged side by side. It has become.

建造物Aの床f1 と建造物Bの床f2 の間には、カバー体Cが差し渡され、目地sを覆っている。該カバー体Cは、目地sに沿う方向に複数個が連続状に配設されるものであって、各カバー体Cは、図1に示すように、その一端が建造物Aの床f1 の側縁に、後述する連結手段27を介して連結されている。各カバー体Cは、他端を自由端としており、該自由端が上述した摺動受枠2が配設された支持段縁1上に摺動可能に乗載されている。   A cover body C is passed between the floor f1 of the building A and the floor f2 of the building B to cover the joint s. A plurality of the cover bodies C are continuously arranged in the direction along the joint s. Each cover body C has one end of the floor f1 of the building A as shown in FIG. It connects with the side edge via the connection means 27 mentioned later. Each cover body C has the other end as a free end, and the free end is slidably mounted on the support step edge 1 on which the slide receiving frame 2 is disposed.

各カバー体Cは、図2,図3に示すように、上面が開口した浅底矩形状の充填筐体部5と、該充填筐体部5の前部に配設されて前方へ延出された端部カバー板11とを備えている。充填筐体部5は、ステンレス又はスチールからなる薄肉鋼板が素材に用いられており、矩形状の底板6と、該底板6の目地幅方向に沿う両側縁に夫々立設された左右の側壁板7,7と、前記底板6の後端縁に立設された後壁板8と、前記底板6の前端縁に立設された前壁板9とを備えている。この左右の側壁板7,7と後壁板8の当接縁は溶接を介して固着されている。ここで、左右の側壁板7,7と後壁板8及び前壁板9は、底板6の四辺縁に一体形成された帯板部を上方に向けて略直角に屈曲させることによって設けられている。尚、左右の側壁板7,7と後壁板8及び前壁板9は、底板6と別体形成したものを底板6の四辺縁に溶接を介して固着することにより設けることも可能である。左右の側壁板7,7と後壁板8はその上端縁が内方に向けて帯状に屈曲されており、該屈曲縁が補強縁となっている。また、前記底板6上には、モルタル止めを兼ねた複数の補強杆10が目地sの幅方向に沿って配設されている。該補強杆10は所要箇所が溶接を介して底板6の上面に固着されており、該補強杆10によって底板6の面方向の強度を向上させるようにしている。   As shown in FIGS. 2 and 3, each cover body C is provided with a shallow rectangular filling casing portion 5 having an open top surface and a front portion of the filling casing portion 5 so as to extend forward. End cover plate 11 is provided. The casing 5 is made of a thin steel plate made of stainless steel or steel. The bottom plate 6 has a rectangular shape, and left and right side wall plates respectively erected on both side edges along the joint width direction of the bottom plate 6. 7, a rear wall plate 8 erected on the rear edge of the bottom plate 6, and a front wall plate 9 erected on the front edge of the bottom plate 6. The contact edges of the left and right side wall plates 7, 7 and the rear wall plate 8 are fixed by welding. Here, the left and right side wall plates 7, 7, the rear wall plate 8 and the front wall plate 9 are provided by bending a belt plate portion integrally formed on the four side edges of the bottom plate 6 upward at a substantially right angle. Yes. The left and right side wall plates 7, 7 and the rear wall plate 8 and the front wall plate 9 can be provided by separately bonding the bottom plate 6 to the four edges of the bottom plate 6 by welding. . The left and right side wall plates 7 and 7 and the rear wall plate 8 are bent in a band shape with the upper edges thereof inward, and the bent edges serve as reinforcing edges. On the bottom plate 6, a plurality of reinforcing rods 10 that also serve as mortar stoppers are arranged along the width direction of the joint s. A required portion of the reinforcing rod 10 is fixed to the upper surface of the bottom plate 6 through welding, and the strength in the surface direction of the bottom plate 6 is improved by the reinforcing rod 10.

充填筐体部5の前部に配設された端部カバー板11は、充填筐体部5の肉厚に比して若干厚肉の鋼板を素材に用いて断面L形に形成されており、後端に下方に向けて略直角に屈曲された遮蔽壁部11aを備えている。該端部カバー板11は、遮蔽壁部11aの左右の側端部が、充填筐体部5の側壁板7,7の前端部に溶接を介して固着されており、該遮蔽壁部11aによって充填筐体部5の前部開口が遮蔽されている。また、遮蔽壁部11aの前面には、前記底板6の前端縁に立設された前壁板9が溶接を介して固着されている。   The end cover plate 11 disposed in the front part of the filling housing part 5 is formed in an L-shaped cross section using a steel plate that is slightly thicker than the thickness of the filling housing part 5 as a material. The rear wall is provided with a shielding wall portion 11a bent at a substantially right angle downward. In the end cover plate 11, the left and right side end portions of the shielding wall portion 11a are fixed to the front end portions of the side wall plates 7 and 7 of the filling housing portion 5 by welding, and the shielding wall portion 11a The front opening of the filling housing part 5 is shielded. Further, a front wall plate 9 erected on the front edge of the bottom plate 6 is fixed to the front surface of the shielding wall portion 11a through welding.

尚、各カバー体Cの充填筐体部5内には、施工時に周囲の床f1 ,f2(図1参照)上に敷設されるモルタル12a及びタイル12b等からなる舗装材12と同じ舗装材12が充填されることとなる。   In addition, in the filling housing portion 5 of each cover body C, the same pavement material 12 as the pavement material 12 composed of the mortar 12a and the tile 12b laid on the surrounding floors f1, f2 (see FIG. 1) at the time of construction. Will be filled.

そして、カバー体Cの自由端は、図1に示すように、前壁板9と上述した摺動受枠2の立ち上がり縁3bとの間に適宜幅の間隙が生じるようにして摺動受枠2の下部受縁3aが配設された支持段縁1上に乗載されており、前記間隙を作動間隙15としている。また、端部カバー板11は、建造物Bの床f2 側に向けて突出されて、摺動受枠2の上部受縁3c上に乗載されており、この端部カバー板11によって前記作動間隙15の上方が遮蔽されている。   As shown in FIG. 1, the free end of the cover body C has an appropriate width between the front wall plate 9 and the rising edge 3 b of the slide receiving frame 2 described above. It is mounted on the supporting step edge 1 on which the lower receiving edge 3a is disposed, and the gap is used as the working gap 15. Further, the end cover plate 11 protrudes toward the floor f2 side of the building B and is mounted on the upper receiving edge 3c of the slide receiving frame 2. The end cover plate 11 allows the operating gap to be mounted. The upper part of 15 is shielded.

建造物Aの床f1 の側縁に連結されるカバー体Cの一端には、図3に示すように、底板6の目地幅方向に沿う両側縁の近傍位置に、後述する連結杆24(図4参照)を下方から遊嵌可能な挿通孔25,25が形成されている。該挿通孔25,25は、下端部が底板6に溶接された鋼材製の丸パイプからなるモルタル遮断筒26,26によって囲繞されている。   As shown in FIG. 3, at one end of the cover body C connected to the side edge of the floor f1 of the building A, there is a connecting rod 24 (described later) at a position near both side edges along the joint width direction of the bottom plate 6. 4) is formed through holes 25, 25 that can be freely fitted from below. The insertion holes 25, 25 are surrounded by mortar blocking cylinders 26, 26 made of steel round pipes whose lower ends are welded to the bottom plate 6.

次に、本発明の要部について説明する。
カバー体Cの一端が連結される建造物Aの床f1 の側縁上には、目地sに沿う方向に延在するようにして保持受枠16が配設されている。該保持受枠16は、図4(A),図5に示すように、水平縁17aと該水平縁17aの外端から上方に立ち上がる垂直縁17bとからなる断面L形の受枠基体17を備えており、該受枠基体17の内面には、複数の支持片18が目地sに沿う方向に所定間隔で配設されている。各支持片18は、所定の幅員を備えた垂直板部18aと水平板部18bとによりL形に形成されており、その外端縁及び下端縁が溶接を介して受枠基体17の内面に固着されている。各支持片18の垂直板部18aの上端には、二本の桟杆19,19が差し渡されており、各桟杆19の側部に生じる間隙によって目地sに沿う方向に延在する通水間隙20が形成されている。ここで、各桟杆19はその上端が、受枠基体17の垂直縁17bの上端及び建造物Aの床f1 と同じ高さ位置となるように配設されており、また、各桟杆19相互の間隔、即ち通水間隙20は、ハイヒールの踵が嵌り込まない程度のスリット状細隙となっている。また、各支持片18の水平板部18bの上端には、カバー体Cの一端の下部を支承する支承板21が差し渡されており、該支承板21と受枠基体17の水平縁17aとの間に生じる隙間及び前記通水間隙20の下方領域で垂直板部18aの幅員によって生じる隙間によって連通間隙22が形成されている。そして、これにより、目地sに沿う方向に延在する通水間隙20を上部に備え、かつ該通水間隙20からカバー体Cの下部を経て目地sに連通する連通間隙22を備えた排水路23が設けられている。尚、保持受枠16は、ステンレス又はスチールからなる鋼板が素材に用いられており、その長さは前記摺動受枠2と同様に、複数個のカバー体Cを横に並べて配置し得る長さとなっている。また、各桟杆19は、各支持片18の垂直板部18aの上端に形成された凹部に嵌合した状態で溶接を介して固着されており、支承板21は各支持片18の水平板部18bの上端に溶接を介して固着されている。
Next, the main part of the present invention will be described.
On the side edge of the floor f1 of the building A to which one end of the cover body C is connected, a holding receiving frame 16 is disposed so as to extend in a direction along the joint s. As shown in FIGS. 4A and 5, the holding receiving frame 16 includes a receiving frame base 17 having an L-shaped cross section including a horizontal edge 17a and a vertical edge 17b rising upward from the outer end of the horizontal edge 17a. A plurality of support pieces 18 are arranged on the inner surface of the receiving frame base 17 at predetermined intervals in the direction along the joint s. Each support piece 18 is formed in an L shape by a vertical plate portion 18a and a horizontal plate portion 18b having a predetermined width, and an outer edge and a lower edge thereof are fixed to the inner surface of the receiving frame base 17 through welding. Has been. Two crosspieces 19, 19 are provided at the upper end of the vertical plate portion 18 a of each support piece 18, and a passage extending in the direction along the joint s is formed by a gap generated at the side of each crosspiece 19. A water gap 20 is formed. Here, each pier 19 is disposed such that the upper end thereof is at the same height as the upper end of the vertical edge 17b of the receiving frame base 17 and the floor f1 of the building A. , That is, the water passage gap 20 is a slit-like slit that does not allow the heel of the high heel to be fitted. A support plate 21 that supports the lower portion of one end of the cover body C is provided at the upper end of the horizontal plate portion 18 b of each support piece 18, and the support plate 21 and the horizontal edge 17 a of the receiving frame base 17 are connected to each other. A communication gap 22 is formed by a gap generated between them and a gap generated by the width of the vertical plate portion 18 a in a region below the water flow gap 20. Thus, the drainage channel is provided with a water passage gap 20 extending in the direction along the joint s at the top, and a communication gap 22 communicating with the joint s from the water gap 20 through the lower portion of the cover body C. 23 is provided. The holding receiving frame 16 is made of a steel plate made of stainless steel or steel. The length of the holding receiving frame 16 is such that a plurality of cover bodies C can be arranged side by side in the same manner as the sliding receiving frame 2. ing. In addition, each crosspiece 19 is fixed by welding in a state of being fitted in a recess formed at the upper end of the vertical plate portion 18 a of each support piece 18, and the support plate 21 is a horizontal plate of each support piece 18. It is fixed to the upper end of the part 18b through welding.

前記支承板21は、該支承板21に乗載されるカバー体Cの上面が、各桟杆19の上端の高さと同じとなる高さ位置に配設されており、該支承板21には、その下面側から挿通して該支承板21に溶接を介して固着したボルトからなる複数の連結杆24が、前記カバー体Cの底板6に形成された挿通孔25に対応する位置に夫々立設されている。   The support plate 21 is disposed at a height position where the upper surface of the cover body C mounted on the support plate 21 is the same as the height of the upper end of each pier 19. A plurality of connecting rods 24 made of bolts that are inserted from the lower surface side and fixed to the support plate 21 through welding stand in positions corresponding to the insertion holes 25 formed in the bottom plate 6 of the cover body C, respectively. It is installed.

各連結杆24は、図4(B)に示すように、支承板21上にカバー体Cの一端を乗載した状態において、前記底板6の各挿通孔25に下方から遊嵌されて底板6の上方に突出されており、その突出部分にコイル状の圧縮バネからなる弾発部材28が外嵌されている。連結杆24の上部には鍔または座金を備えたナットからなる受圧部材29が螺着され、該受圧部材29によって弾発部材28が適宜の圧縮状態に保持されており、その弾発力によってカバー体Cの一端が下方に付勢されている。このように受圧部材29と底板6との間に介装された弾発部材28は下方からさらに圧縮可能な圧縮状態となっており、これによって、カバー体Cの一端が揺動可能となっている。また、カバー体Cは、底板6の挿通孔25に連結杆24が遊嵌されていることにより、挿通孔25の空き領域内で目地sの幅方向及び目地sに沿う方向に移動可能となっている。そして、この各連結杆24と挿通孔25と弾発部材28と受圧部材29とによって、カバー体Cの一端を建造物Aの床f1 の側縁に揺動可能に連結する連結手段27が構成されている。また、各挿通孔25に対応するカバー体Cの上部は、前記弾発部材28及び受圧部材29の取付け操作を可能とする操作口30となっており、該操作口30には遮蔽蓋31が着脱可能に嵌着されている。   As shown in FIG. 4B, each connecting rod 24 is loosely fitted from below into each insertion hole 25 of the bottom plate 6 in a state where one end of the cover body C is mounted on the support plate 21. A resilient member 28 made of a coiled compression spring is fitted on the projecting portion. A pressure receiving member 29 made of a nut having a hook or a washer is screwed onto the upper portion of the connecting rod 24, and the elastic member 28 is held in an appropriate compressed state by the pressure receiving member 29. One end of the body C is biased downward. In this way, the elastic member 28 interposed between the pressure receiving member 29 and the bottom plate 6 is in a compressed state that allows further compression from below, whereby one end of the cover body C can swing. Yes. Further, the cover body C is movable in the width direction of the joint s and the direction along the joint s in the empty region of the insertion hole 25 by loosely fitting the connecting rod 24 in the insertion hole 25 of the bottom plate 6. ing. The connecting rods 27, the insertion holes 25, the resilient members 28, and the pressure receiving members 29 constitute connecting means 27 for slidably connecting one end of the cover body C to the side edge of the floor f1 of the building A. Has been. Further, the upper part of the cover body C corresponding to each insertion hole 25 is an operation port 30 that enables the operation of mounting the elastic member 28 and the pressure receiving member 29, and a shielding lid 31 is provided in the operation port 30. It is detachably fitted.

次に、かかる構成からなる床用目地カバー装置の作動態様について説明する。
地震時において、建造物Aと、隣接する建造物Bとが近接する方向に相対変位すると、カバー体Cの自由端が作動間隙15の範囲内で支持段縁1上を水平に摺動してその相対変位に追従する。
Next, the operation mode of the floor joint cover device having such a configuration will be described.
When the building A and the adjacent building B are relatively displaced in an earthquake, the free end of the cover body C slides horizontally on the support step 1 within the operating gap 15. Follow the relative displacement.

また、建造物Aと、隣接する建造物Bとが離れる方向に相対変位すると、カバー体Cは、その自由端が支持段縁1上を、立ち上がり縁3bと逆方向に向けて水平に摺動してその相対変位に追従する。   Further, when the building A and the adjacent building B are relatively displaced in the direction away from each other, the cover body C slides horizontally on the support step edge 1 in the direction opposite to the rising edge 3b. And follow the relative displacement.

また、建造物Aと、隣接する建造物Bとが前後方向(目地sに沿う方向)に相対変位すると、カバー体Cの自由端は、支持段縁1上を前後方向に摺動してその相対変位に追従する。さらに、建造物Aと、隣接する建造物Bとが上下方向に相対変位すると、カバー体Cは、連結手段27により建造物Aの床f1 の側縁に連結された一端を支点として、建造物Aもしくは隣接する建造物Bの上下動に伴なって傾動して、その相対変位に追従する。   When the building A and the adjacent building B are relatively displaced in the front-rear direction (the direction along the joint s), the free end of the cover body C slides on the support step edge 1 in the front-rear direction. Follow relative displacement. Furthermore, when the building A and the adjacent building B are relatively displaced in the vertical direction, the cover body C has the one end connected to the side edge of the floor f1 of the building A by the connecting means 27 as a fulcrum. It tilts with the vertical movement of A or the adjacent building B and follows its relative displacement.

かかる構成にあって、カバー体Cの一端が連結される建造物Aの床f1 の側縁に配設された保持受枠16に、床f1 と同一高さ位置で目地sに沿う方向に延在する通水間隙20が設けられていることにより、地震或いはカバー体C上の通行による振動等に起因して複数のカバー体Cが目地sの幅方向に個々にずれても、そのずれに関わらず、常に通水間隙20が目地sに沿う方向に整一に連続する状態が得られ、従来構成に比して外的美観を向上させることができる。また、該保持受枠16には、前記通水間隙20を上部に備え、かつ該通水間隙20からカバー体Cの下部を経て目地sに連通する連通間隙22を備えた排水路23が設けられていることにより、降雨時に雨水を排水路23の通水間隙20から連通間隙22内に流入させ、かつ該連通間隙22を介して目地sへ流出させることができる。   In this configuration, the holding receiving frame 16 disposed on the side edge of the floor f1 of the building A to which one end of the cover body C is connected extends in the direction along the joint s at the same height as the floor f1. By providing the water passage gap 20 to be operated, even if a plurality of cover bodies C are individually displaced in the width direction of the joint s due to an earthquake or vibration caused by passage on the cover body C, the displacement is affected. Therefore, a state where the water passage gap 20 is always continuously arranged in the direction along the joint s can be obtained, and the external appearance can be improved as compared with the conventional configuration. Further, the holding receiving frame 16 is provided with a drainage passage 23 provided with the water passage gap 20 in the upper portion and a communication gap 22 communicating from the water passage gap 20 through the lower portion of the cover body C to the joint s. Thus, rain water can flow into the communication gap 22 from the water flow gap 20 of the drainage channel 23 and flow out to the joint s through the communication gap 22 during rain.

尚、上述した実施例では、各支持片18の垂直板部18aの上端に二本の桟杆19,19が差し渡されている構成を示したが、該桟杆19の数は二本に限定されるものではなく、一本若しくは三本以上とすることもできる。また、充填筐体部5を備えたカバー体Cによって目地sを遮蔽するようにしているが、カバー体Cはこのような構成に限定されるものではなく、充填筐体部5を備えないカバー体C、例えば図6に示すように、グレーチング基体32の上部に平板状のカバー板33を配設してなるカバー体Cを備えた床用目地カバー装置に本発明を適用することも可能である。   In the above-described embodiment, a configuration is shown in which two crosspieces 19 and 19 are provided at the upper end of the vertical plate portion 18a of each support piece 18. However, the number of the crosspieces 19 is two. It is not limited and can be one or three or more. Further, the joint s is shielded by the cover body C provided with the filling housing portion 5, but the cover body C is not limited to such a configuration, and the cover without the filling housing portion 5 is provided. As shown in FIG. 6, for example, the present invention can be applied to a floor joint cover device including a cover body C in which a flat cover plate 33 is disposed on the grating base 32. is there.

A 建造物
B 建造物
C カバー体
f1 床
f2 床
s 目地
16 保持受枠
17 受枠基体
17a 水平縁
17b 垂直縁
18 支持片
18a 垂直板部
18b 水平板部
19 桟杆
20 通水間隙
21 支承板
22 連通間隙
23 排水路
27 連結手段
A building B building C cover body f1 floor f2 floor s joint 16 holding receiving frame 17 receiving frame base 17a horizontal edge 17b vertical edge 18 support piece 18a vertical plate part 18b horizontal flat plate part 19 girder 20 water gap 21 bearing plate 22 communication Gap 23 Drainage channel 27 Connection means

Claims (1)

隣接する建造物の床相互間の目地に差し渡されるカバー体の一端が、一方の床の側縁に連結手段を介して連結されるとともに、該カバー体の他端を自由端とし、該自由端が他方の床の側縁に摺動可能に乗載されてなる床用目地カバー装置において、
カバー体の一端が連結される一方の床の側縁に、カバー体の一端を支承する保持受枠が目地に沿う方向に配設され、該保持受枠に、目地に沿う方向に延在する通水間隙を上部に備え、かつ該通水間隙からカバー体の下部を経て目地に連通する連通間隙を備えた排水路が設けられているものであって、
前記保持受枠が、
水平縁と該水平縁の外端から上方に立ち上がる垂直縁とからなる受枠基体と、
垂直板部と水平板部とによりL形に形成され、受枠基体の内面に、目地に沿う方向に所定間隔で配設された複数の支持片と、
各支持片の垂直板部の上端に差し渡された単一または複数の桟杆と、
各支持片の水平板部の上端に差し渡されてカバー体の一端の下部を支承する支承板と
を備えてなり、
垂直板部の上端に差し渡された桟杆の側部に生じる間隙によって通水間隙が形成され、該通水間隙の下方領域で垂直板部の幅員によって生じる隙間及び支承板と受枠基体の水平縁との間に生じる間隙によって連通間隙が形成されていることを特徴とする床用目地カバー装置。
One end of the cover body passed to the joint between the floors of adjacent buildings is connected to the side edge of one floor via a connecting means, and the other end of the cover body is a free end, and the free body In the floor joint cover device in which the end is slidably mounted on the side edge of the other floor,
A holding receiving frame that supports one end of the cover body is disposed in a direction along the joint at a side edge of one floor to which one end of the cover body is connected, and the water flow extending through the holding receiving frame in a direction along the joint. A drainage channel provided with a gap at the upper part and provided with a communication gap that communicates from the water gap through the lower part of the cover body to the joint ,
The holding receiving frame is
A receiving frame base comprising a horizontal edge and a vertical edge rising upward from the outer end of the horizontal edge;
A plurality of support pieces formed in an L shape by the vertical plate portion and the horizontal plate portion, and disposed on the inner surface of the receiving frame base body at predetermined intervals in the direction along the joint,
A single or a plurality of piers passed to the upper end of the vertical plate portion of each support piece;
A support plate that is passed to the upper end of the horizontal plate portion of each support piece and supports the lower part of one end of the cover body;
With
A water passage gap is formed by a gap generated at the side of the pier spanned to the upper end of the vertical plate portion, and a gap generated by the width of the vertical plate portion in the lower region of the water passage gap and the horizontal of the support plate and the receiving frame base body. A floor joint cover device, wherein a communication gap is formed by a gap formed between the edges .
JP2009207616A 2009-09-09 2009-09-09 Floor joint cover device Active JP5361623B2 (en)

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