JP2008095403A - Concrete floor structure - Google Patents

Concrete floor structure Download PDF

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JP2008095403A
JP2008095403A JP2006279242A JP2006279242A JP2008095403A JP 2008095403 A JP2008095403 A JP 2008095403A JP 2006279242 A JP2006279242 A JP 2006279242A JP 2006279242 A JP2006279242 A JP 2006279242A JP 2008095403 A JP2008095403 A JP 2008095403A
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concrete
plates
drainage groove
plate
floor structure
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JP4300232B2 (en
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Toshikatsu Ishikawa
利勝 石川
Takashi Imaizumi
孝 今泉
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KANKEN KK
Kanken KK
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KANKEN KK
Kanken KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a concrete floor structure which is formed by laying a plurality of PC concrete plates, wherein the width and alignment of a drain ditch defined between the PC concrete plates in a longitudinal direction and a lateral direction are uniformly set and at the same time laying locations of the PC concrete plates are suitably set. <P>SOLUTION: According to the concrete floor structure, the plurality of square PC concrete plates 1, 2 are laid on the ground G, and corner portions 11 of the respective PC concrete plates 1, 2 are supported by sills 7, 8, 9, followed by forming the drain ditches 10 between the PC concrete plates 1, 2. Then the corner portions 11 arranged side by side at an intersection point of the drain ditches 10, and the corner portions 11 arranged side by side at edges of the drain ditches 10, are supported by the common sills 7, 8, and an interval ruler 14 interposed in the drain ditch 10, for setting the width of the same, is installed in each of the common sills 7, 8 in one body. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明はプレキャストコンクリートプレート(PCコンクリートプレート)で形成した駐車場、テラス、ポーチ等のコンクリート床構造に関する。   The present invention relates to a concrete floor structure such as a parking lot, a terrace, and a pouch formed of a precast concrete plate (PC concrete plate).

一般にコンクリート製の駐車場、テラス、ポーチ等は、現場打ちコンクリートにて形成されている。   In general, concrete parking lots, terraces, porches, etc. are made of cast-in-place concrete.

然しながら現場打ちコンクリートによる場合には、地均し、鉄筋の配設、型枠組み、コンクリート打設、養生等を必要とし、工期と工費が嵩むばかりか、均質性に欠ける問題を有している。   However, in the case of using cast-in-place concrete, leveling, rebar arrangement, formwork, concrete placement, curing, etc. are required, and not only the work period and cost are increased, but also there is a problem of lack of homogeneity.

本発明は方形のPCコンクリートプレートの複数枚を地面に敷設し、各PCコンクリートプレートの各コーナー部を土台により支持し、各PCコンクリートプレート間に排水溝を形成したコンクリート床構造である。   The present invention is a concrete floor structure in which a plurality of rectangular PC concrete plates are laid on the ground, each corner portion of each PC concrete plate is supported by a base, and drainage grooves are formed between the PC concrete plates.

そして上記排水溝の交差部において並置された上記各コーナー部と、上記排水溝の端部において並置された上記各コーナー部を共用土台にて夫々支持し、該各共用土台に上記排水溝内に介在される間込め定規部を一体に設け、該間込め定規部の介在により上記排水溝の幅を設定する構成としたものである。   And each said corner part juxtaposed in the intersection of the said drainage groove, and each said corner part juxtaposed in the edge part of the said drainage groove are each supported by a common base, and each said common base is in the said drainage groove. The interposing ruler portion is provided integrally, and the width of the drainage groove is set by the interposition of the interposition ruler portion.

間込め定規部は排水溝の幅を均一に設定すると同時に、交差部に配置した共用土台の間込め定規部で各PCコンクリートプレートのコーナー部両側面を規制し敷設位置を設定することができる。   The insertion ruler portion can set the width of the drainage groove uniformly, and at the same time, can regulate the both sides of the corners of each PC concrete plate with the common base insertion ruler portion arranged at the intersection.

適例として、方形のPCコンクリートプレートを地面に縦横に整列して敷設し、各PCコンクリートプレート間に縦横(十字形)に交差する排水溝を形成する。   As a suitable example, rectangular PC concrete plates are laid in vertical and horizontal alignment on the ground, and drainage grooves that intersect in the vertical and horizontal (cross shape) are formed between the PC concrete plates.

そして上記排水溝の交差部と端部に配置された上記各共用土台に一体に設けた間込め定規部の上記介在により、縦方向と横方向の排水溝の幅と通りを均一に設定すると同時に、交差部に配置した共用土台の間込め定規部の両側面でPCコンクリートプレートのコーナー部両側面を規制し敷設位置を設定する構成としたものである。   And by setting the interposition ruler portion integrally provided on each common base disposed at the intersection and end of the drainage groove, the width and street of the drainage groove in the vertical direction and the horizontal direction are set uniformly. Further, both sides of the corner part of the PC concrete plate are regulated on both sides of the common base interposition ruler arranged at the intersection, and the laying position is set.

上記間込め定規部によりプレートの敷設工事が容易且つ迅速に行える。又雨水や洗車水を上記排水溝内に導入することができ、排水溝を画成する各プレートの辺縁部にて車両タイヤのブレーキ効果を奏じ安全である。   The above-described insertion ruler can easily and quickly lay the plate. Also, rain water and car wash water can be introduced into the drainage groove, and the brake effect of the vehicle tire is achieved at the edge of each plate defining the drainage groove, which is safe.

上記各PCコンクリートプレートは上記土台により浮かし支持して各PCコンクリートプレートと地面との間に互いに連通し且つ上記排水溝と連通する間隙を形成し、上記雨水や洗車水を排水溝から該間隙内へ排水し水捌けを良好にする。   Each PC concrete plate is floated and supported by the base to form a gap between each PC concrete plate and the ground and to communicate with the drainage groove. The rainwater and the car wash water are passed from the drainage groove to the inside of the gap. Drain the water to improve drainage.

又上記間隙の形成によりPCコンクリートプレートの下面と地面との干渉をなくし、コーナー部における四点で安定な支持が図れガタつきを防止すると共に、共用土台を用いることによりPCコンクリートプレート相互の敷設時におけるレベル設定(平面敷設)が極めて容易である。   In addition, the formation of the gap eliminates the interference between the bottom surface of the PC concrete plate and the ground, provides stable support at the four corners, prevents rattling, and uses a common base when laying the PC concrete plates together. Level setting (planar laying) is very easy.

上記排水溝は何も充填せずに空溝にするか、該排水溝内に砂利を充填する。砂利は排水溝の透水性を阻害せず、草抑えに有効であり、縦横の排水溝に充填した砂利によりコンクリート床全体の美粧効果を高める。   The drainage grooves are not filled with anything but empty grooves, or gravel is filled in the drainage grooves. Gravel does not hinder the water permeability of the drainage ditch and is effective in controlling grass, and the gravel filled in the vertical and horizontal drainage ditch enhances the cosmetic effect of the entire concrete floor.

又上記排水溝内にレンガ又はタイルを敷き込むことができる。レンガやタイルは単に敷き込むだけで、レンガ間又はタイル間は目地込材で封止せず、透水性を確保し、上記美粧効果をも高める。   Further, bricks or tiles can be laid in the drainage grooves. Bricks and tiles are simply laid, and bricks or tiles are not sealed with jointing materials, ensuring water permeability and enhancing the cosmetic effect.

又上記に加え、上記各PCコンクリートプレートに表面で開口せる複数の蓄光盤収容孔を設けておき、該各蓄光盤収容孔内に蓄光盤を内蔵する。   Further, in addition to the above, a plurality of phosphorescent plate receiving holes that can be opened on the surface of each PC concrete plate are provided, and the phosphorescent discs are built in the respective phosphorescent plate containing holes.

上記蓄光盤は夜間においてコンクリート床表面の多点において発光し、美観を高めるばかりか、車両の駐車作業を助け、歩行を助ける等、位置表示効果を発揮する。   The light storage panel emits light at many points on the concrete floor surface at night, and not only enhances aesthetics, but also exhibits a position display effect such as helping the vehicle to park and assist walking.

以下本発明を実施するための最良の形態を図1乃至図10に基づき説明する。
図1に示す方形で大形のPCコンクリートプレート(プレキャストコンクリートプレート)1と、図2に示す方形で小形のPCコンクリートプレート2を用意する。
The best mode for carrying out the present invention will be described below with reference to FIGS.
A square and large PC concrete plate (precast concrete plate) 1 shown in FIG. 1 and a square and small PC concrete plate 2 shown in FIG. 2 are prepared.

上記PCコンクリートプレート(プレキャストコンクリートプレート)1,2は予め工場で成形したプレートを意味し、埋設鉄筋、骨材、品質、寸法等において均一である。   The above-mentioned PC concrete plates (precast concrete plates) 1 and 2 mean plates formed in advance in a factory, and are uniform in buried reinforcing bars, aggregates, quality, dimensions, and the like.

本発明においてPCコンクリートプレート1,2中には、セメントと骨材と砂を主材とする通常コンクリートプレート、レジンコンクリートプレート、繊維補強コンクリートプレート等を含む。   In the present invention, the PC concrete plates 1 and 2 include normal concrete plates mainly composed of cement, aggregate and sand, resin concrete plates, fiber reinforced concrete plates and the like.

上記レジンコンクリートプレートとしては合成樹脂とセメントと骨材を主材とするプレートと、セメントを入れない合成樹脂と骨材を主材とするプレートを含む。   The resin concrete plate includes a plate mainly made of synthetic resin, cement and aggregate, and a plate mainly made of synthetic resin and aggregate not containing cement.

又繊維補強コンクリートプレートとは鋼繊維や炭素繊維や合成樹脂繊維やガラス繊維を混ぜて成形したプレートである。   The fiber reinforced concrete plate is a plate formed by mixing steel fiber, carbon fiber, synthetic resin fiber, or glass fiber.

上記通常コンクリートプレート、レジンコンクリートプレート、繊維補強コンクリートプレートにおいて、補強手段として埋設鉄筋を用いることができる。又これらプレート中にスラッジ、鉱滓、瓦粉砕物、その他の産業廃棄物、石膏、多孔質の鉱物質材等を含有することを妨げない。   In the normal concrete plate, resin concrete plate, and fiber reinforced concrete plate, embedded reinforcing bars can be used as reinforcing means. Moreover, it does not prevent that these plates contain sludge, mines, crushed tiles, other industrial waste, gypsum, porous mineral materials, and the like.

図1に示すように、上記大形PCコンクリートプレート1は短辺(横辺)3と長辺(縦辺)4を有し、該長辺4の長さを短辺3の長さの二倍以上にする。具体例として短辺3を1m、長辺4を2mとする。   As shown in FIG. 1, the large PC concrete plate 1 has a short side (horizontal side) 3 and a long side (vertical side) 4, and the length of the long side 4 is the length of the short side 3. Double or more. As a specific example, the short side 3 is 1 m and the long side 4 is 2 m.

他方図2に示すように、上記小形PCコンクリートプレート2は上記大形PCコンクリートプレート1を等分割した大きさを有し、具体例として、横辺5を上記大形PCコンクリートプレート1の横辺3と同じ長さにし、縦辺6を上記大形PCコンクリートプレート1の縦辺4の二分の一幅、三分の一幅、四分の一幅にする。図面は小形PCコンクリートプレート2の横辺5を上記大形PCコンクリートプレート1の横辺3と同じ1mにし、同縦辺6を同縦辺4の二分の一の長さである1mにし正方形にした場合を示している。   On the other hand, as shown in FIG. 2, the small PC concrete plate 2 has a size obtained by equally dividing the large PC concrete plate 1. As a specific example, the lateral side 5 is a lateral side of the large PC concrete plate 1. 3 and the vertical side 6 is set to a half width, a third width and a quarter width of the vertical side 4 of the large PC concrete plate 1. In the drawing, the horizontal side 5 of the small PC concrete plate 2 is set to 1 m which is the same as the horizontal side 3 of the large PC concrete plate 1 and the vertical side 6 is 1 m which is a half length of the vertical side 4 to form a square. Shows the case.

尚、小形PCコンクリートプレート2の横辺5も大形PCコンクリートプレート1の横辺3を等分割した長さにすることができる。   In addition, the horizontal side 5 of the small PC concrete plate 2 can also be made into the length which divided | segmented the horizontal side 3 of the large PC concrete plate 1 into equal parts.

図6に示すように、上記大形のPCコンクリートプレート1と小形のPCコンクリートプレート2を現場に応じ組み合わせて使用し、例えば大形PCコンクリートプレート1の複数枚を地面Gに敷設すると共に、小形PCコンクリートプレート2の複数枚を地面Gに敷設し、大形PCコンクリートプレート1の列間に小形PCコンクリートプレート2の列を配置する。   As shown in FIG. 6, the large PC concrete plate 1 and the small PC concrete plate 2 are used in combination depending on the site, for example, a plurality of large PC concrete plates 1 are laid on the ground G, and the small PC concrete plate 1 is used. A plurality of PC concrete plates 2 are laid on the ground G, and rows of small PC concrete plates 2 are arranged between rows of large PC concrete plates 1.

又は図7に示すように、現場に応じ上記大形PCコンクリートプレート1のみを使用し、これを地面Gに複数枚敷設しコンクリート床を形成する。   Alternatively, as shown in FIG. 7, only the large PC concrete plate 1 is used according to the site, and a plurality of these are laid on the ground G to form a concrete floor.

上記各PCコンクリートプレート1,2はその各コーナー部11をコンクリート製の土台7,8,9により支持し、各PCコンクリートプレート1,2間に排水溝10を形成する。   The PC concrete plates 1 and 2 support the corner portions 11 by concrete bases 7, 8 and 9, and form drainage grooves 10 between the PC concrete plates 1 and 2.

そして上記排水溝10の交差部において並置された上記各コーナー部11を共用土台7にて一緒に支持し、上記排水溝10の端部において並置された上記各コーナー部11を共用土台8にて一緒に支持し、該各共用土台7,8に上記排水溝10内に介在されて上記排水溝10の幅を設定する間込め定規部14を一体にコンクリート成形し、該間込め定規部14の介在により上記排水溝10の幅を均一に設定する。   And each said corner part 11 juxtaposed in the intersection of the said drain groove 10 is supported together by the common base 7, and each said corner part 11 juxtaposed in the edge part of the said drain groove 10 is supported by the common base 8. The insertion ruler portion 14 that is supported together and is interposed in the drainage groove 10 on the common bases 7 and 8 to set the width of the drainage groove 10 is integrally formed with concrete, and the insertion ruler portion 14 The width of the drainage groove 10 is set uniformly by the intervention.

適例として、図6,図7に示すように、方形のPCコンクリートプレート1,2を地面Gに縦横に整列して敷設し、各PCコンクリートプレート1,2の各コーナー部11を土台7,8,9により支持し、各PCコンクリートプレート1,2間に縦横(十字形)に交差する排水溝10を形成する。   As a suitable example, as shown in FIGS. 6 and 7, rectangular PC concrete plates 1 and 2 are laid in the ground G in vertical and horizontal directions, and each corner portion 11 of each PC concrete plate 1 and 2 is mounted on the base 7, A drainage groove 10 is formed between the PC concrete plates 1 and 2 so as to intersect vertically and horizontally (cross shape).

そして上記排水溝10の交差部において対置された四つのコーナー部11を共用土台7にて支持すると共に、同排水溝10の端部において並置された二つのコーナー部11を共用土台8にて支持し、該各共用土台7に設けた四つの間込め定規部14を排水溝交差部の四つの溝に夫々介在し、同様に共用土台8に設けた間込め定規部14を排水溝端部に介在し、図9に示すように、該間込め定規部14の介在により上記排水溝10の幅を設定する。   Then, the four corners 11 opposed to each other at the intersection of the drainage grooves 10 are supported by the common base 7 and the two corners 11 juxtaposed at the ends of the drainage grooves 10 are supported by the common base 8. In addition, four interposition rulers 14 provided on each common base 7 are interposed in the four grooves at the intersection of the drainage grooves, and similarly, interposition rulers 14 provided on the common base 8 are interposed at the end of the drainage groove. Then, as shown in FIG. 9, the width of the drainage groove 10 is set by the interposition of the insertion ruler portion 14.

上記間込め定規部14は縦方向と横方向の排水溝10の幅と通りを均一に設定すると同時に、排水溝10の交差部に配置した各間込め定規部14でPCコンクリートプレート1,2の排水溝交差部を画成するコーナー部11両側面を規制し敷設位置を設定する。   The insertion ruler portion 14 sets the width and the street of the drainage grooves 10 in the vertical direction and the horizontal direction at the same time, and at the same time, the insertion ruler portions 14 arranged at the intersections of the drainage grooves 10 The laying position is set by regulating both side surfaces of the corner portion 11 that defines the drain groove intersection.

上記間込め定規部14によりプレート1,2の敷設工事が容易且つ迅速に行える。又雨水や洗車水を上記排水溝10内に導入しプレート表面の水溜まりを防止すると共に、排水溝10を画成する各プレート1,2の辺縁部にて車両タイヤのブレーキ効果を奏ずる。   The interposing ruler portion 14 can easily and quickly lay the plates 1 and 2. In addition, rain water or car wash water is introduced into the drainage groove 10 to prevent water accumulation on the plate surface, and at the edge of each plate 1 and 2 that defines the drainage groove 10, a vehicle tire braking effect is exhibited.

図3は上記排水溝交差部において対置された四つのコーナー部11を支持する共用土台7の具体構造例を示しており、同図に示すように、共用土台7の表面に十字形に交差せる四つの間込め定規部14を共用土台7と一体にコンクリート成形し、該十字形間込め定規部14にて共用土台7表面に四つの支持面13を画成する。   FIG. 3 shows an example of a specific structure of the common base 7 that supports the four corner portions 11 facing each other at the intersection of the drainage grooves. As shown in the figure, the surface of the common base 7 is crossed in a cross shape. Four insertion rulers 14 are concrete-molded integrally with the common base 7, and four support surfaces 13 are defined on the surface of the common base 7 by the cross-shaped insertion ruler 14.

図9に示すように、上記共用土台7の十字形の間込め定規部14は土台表面から排水溝10の深さ(プレート1,2の厚み)より低い高さに突出し、全体を等幅にする。   As shown in FIG. 9, the cross-shaped insertion ruler portion 14 of the common base 7 protrudes from the base surface to a height lower than the depth of the drainage groove 10 (thickness of the plates 1 and 2), and the entire width is equal. To do.

上記四つの支持面13は互いに同一平面内に存し、上記十字形に配した間込め定規部14の四つの入隅部を画成する直角に交わる二辺を有する三角形又は四角形を呈する。   The four support surfaces 13 are in the same plane as each other, and form a triangle or a quadrangle having two sides that intersect at right angles to define four corners of the insertion ruler 14 arranged in a cross shape.

換言すると上記十字形の間込め定規部14間に直角の入隅部を有する四つの支持面13を画成する。   In other words, four support surfaces 13 having right-angled corners between the cross-shaped insertion ruler portions 14 are defined.

他方、図4は上記排水溝の端部において対置された二つのコーナー部11を支持する共用土台8の具体構造例を示しており、同図に示すように、共用土台8の表面に間込め定規部14と横当て定規部15とがT字形に交差せる定規部をコンクリートにて一体成形し、該T字形の定規部14,15にて共用土台8表面に二つの支持面13を画成する。   On the other hand, FIG. 4 shows a specific structural example of the common base 8 that supports the two corner portions 11 facing each other at the end of the drainage groove. As shown in FIG. A ruler part in which the ruler part 14 and the horizontal ruler part 15 intersect with each other in a T shape is integrally formed of concrete, and the two support surfaces 13 are defined on the surface of the common base 8 by the T-shaped ruler parts 14 and 15. To do.

図9に示すように、上記共用土台8のT字形の定規部14,15は土台表面から排水溝10の深さ(プレート1,2の厚み)より低い高さに突出し、全体を等幅にする。   As shown in FIG. 9, the T-shaped rulers 14 and 15 of the common base 8 protrude from the base surface to a height lower than the depth of the drainage groove 10 (thickness of the plates 1 and 2), and the whole is the same width. To do.

上記二つの支持面13は互いに同一平面内に存し、上記間込め定規部14と横当て定規部15の二つの入隅部を画成する直角に交わる二辺を有し、全体として三角形又は四角形を呈する。   The two support surfaces 13 are in the same plane and have two sides that intersect at right angles to define the two corners of the insertion ruler portion 14 and the transverse ruler portion 15 and are triangular or Presents a rectangle.

換言すると上記T字形に連成した間込め定規部14と横当て定規部15間に直角の入隅部を有する二つの支持面13を画成する。   In other words, two support surfaces 13 having right-angled corners are defined between the insertion ruler portion 14 and the lateral contact ruler portion 15 that are coupled in the T shape.

上記共用土台8を排水溝10の端部に配置し、上記間込め定規部14を端部排水溝10内に介在しつつ、該端部排水溝10を画成する上記二つのコーナー部11を各支持面13にて支持し、横当て定規部15をPCコンクリートプレート1,2の外側面に添え規制する。   The common base 8 is disposed at the end of the drainage groove 10, and the two corner portions 11 that define the end drainage groove 10 are provided while the interposition ruler portion 14 is interposed in the end drainage groove 10. The horizontal support ruler 15 is attached to the outer side surfaces of the PC concrete plates 1 and 2 and is supported by the support surfaces 13.

上記間込め定規部14の両側面と、横当て定規部15の内側面でPCコンクリートプレート1,2のコーナー部11両側面を規制し敷設位置を設定すると同時に、縦方向又は横方向の排水溝10の幅と通りを均一に設定する。   The both sides of the interposition ruler 14 and the inner side of the horizontal setting ruler 15 regulate both sides of the corner portions 11 of the PC concrete plates 1 and 2 to set the laying position, and at the same time, the vertical or horizontal drainage grooves. 10 widths and streets are set uniformly.

上記共用土台7,8の各定規部14,15は基部から頂面へ向け逃げ斜面とし、プレートコーナー部11の支持面13に対する支持作業を容易にする。この場合コーナー部11は各定規部14,15の基部側面に規制される。   The rulers 14 and 15 of the common bases 7 and 8 are escaped slopes from the base to the top surface, facilitating the support work for the support surface 13 of the plate corner 11. In this case, the corner portion 11 is restricted to the base side surfaces of the ruler portions 14 and 15.

又図5に示すように、単独土台9はPCコンクリートプレート1,2を敷設して形成した方形のコンクリート床の四つのコーナー部(該コーナー部を形成するPCコンクリートプレート1又は2のコーナー部11)を支持する支持面13と、該支持面13を画成するL字形に交差せる横当て定規部15を有する。   Further, as shown in FIG. 5, the single base 9 has four corner portions of a rectangular concrete floor formed by laying PC concrete plates 1 and 2 (the corner portion 11 of the PC concrete plate 1 or 2 forming the corner portion). ) And a horizontal ruler 15 that intersects the L-shape defining the support surface 13.

前記と同様、単独土台9の表面にL字形に交差せる横当て定規部15をコンクリートにて一体成形し、該L字形の横当て定規部15の入隅部に一つの支持面13を画成する。   In the same manner as described above, a transverse ruler 15 that intersects the surface of the single base 9 in an L shape is integrally formed of concrete, and a single support surface 13 is defined at the corner of the L-shaped transverse ruler 15. To do.

上記単独土台9のL字形の横当て定規部15は土台表面から排水溝10の深さ(プレート1,2の厚み)より低い高さに突出し、全体を等幅にする。   The L-shaped transverse ruler portion 15 of the single base 9 protrudes from the base surface to a height lower than the depth of the drainage groove 10 (thickness of the plates 1 and 2), and makes the entire width equal.

上記支持面13は上記L字形に連成された横当て定規部15の入隅部を画成する直角辺を有し、全体として四角形又は三角形を呈する。   The support surface 13 has a right-angle side that defines a corner portion of the horizontal ruler portion 15 that is continuous in the L shape, and has a quadrangular or triangular shape as a whole.

換言すると上記L字形の横当て定規部15の入隅部にて上記四角形又は三角形の一つの支持面13を画成する。該四角形の支持面13は共用土台7,8に使用することができる。   In other words, the square or triangular support surface 13 is defined at the corner of the L-shaped transverse ruler portion 15. The rectangular support surface 13 can be used for the common bases 7 and 8.

上記単独土台9を方形のコンクリート床のコーナー部に配置し、支持面13にて該方形床のコーナー部を形成するPCコンクリートプレート1又は2のコーナー部11を支持すると共に、上記L字形の横当て定規部15を方形床のコーナー部を形成するPCコンクリートプレート1又は2のコーナー部11の外側面に添え規制する。   The single foundation 9 is arranged at the corner of the rectangular concrete floor, and the corner surface 11 of the PC concrete plate 1 or 2 that forms the corner of the square floor is supported by the support surface 13 and the L-shaped horizontal The abutment ruler 15 is attached to the outer surface of the corner portion 11 of the PC concrete plate 1 or 2 that forms the corner portion of the square floor.

上記L字形の横当て定規部15は上記共用土台7,8と協働してその内側面で方形床を形成するPCコンクリートプレート1又は2のコーナー部11両側面を規制し敷設位置を設定すると同時に、縦方向又は横方向の排水溝10の幅と通りの均一な設定を補完する。   When the L-shaped horizontal ruler 15 regulates both side surfaces of the corner portion 11 of the PC concrete plate 1 or 2 that forms a square floor in cooperation with the common bases 7 and 8, and sets the laying position. At the same time, it complements the uniform setting of the width and street of the drainage groove 10 in the vertical or horizontal direction.

上記各PCコンクリートプレート1,2は上記共用土台7,8と単独土台9により地面Gから浮かし支持するように四点支持し、各PCコンクリートプレート1,2と地面Gとの間に互いに連通し且つ上記排水溝10と連通する間隙16を形成し、雨水や洗車水を排水溝10から該間隙16内へ排水し水捌けを図る。   Each of the PC concrete plates 1 and 2 is supported at four points so as to float and be supported from the ground G by the common bases 7 and 8 and the single base 9, and communicates with each other between the PC concrete plates 1 and 2 and the ground G. Further, a gap 16 communicating with the drainage groove 10 is formed, and rain water or car wash water is drained from the drainage groove 10 into the gap 16 to drain water.

又上記間隙16の形成によりPCコンクリートプレート1,2の下面と地面Gとの干渉をなくし、コーナー部11において四点支持することによりプレート1,2を安定に支持しガタつきを防止すると共に、共用土台7,8を用いることによりPCコンクリートプレート1,2相互の敷設時におけるレベル設定を図り、平面敷設を容易にする。   In addition, the formation of the gap 16 eliminates the interference between the lower surface of the PC concrete plates 1 and 2 and the ground G, and supports the plates 1 and 2 stably by supporting them at the corner 11 to prevent rattling. By using the common bases 7 and 8, the level setting at the time of the laying of the PC concrete plates 1 and 2 is achieved, and the flat laying is facilitated.

上記排水溝10は何も充填せずに空溝にするか、図6,図8に示すように、該排水溝10内に細かい砕石等から成る砂利17を充填する。砂利17は排水溝10の透水性を阻害せず、草抑えに有効であり、縦横に交差する排水溝10に充填した砂利17によりコンクリート床全体の美粧効果を高める。   The drainage groove 10 is not filled with anything but is empty, or as shown in FIGS. 6 and 8, the drainage groove 10 is filled with gravel 17 made of fine crushed stone or the like. The gravel 17 does not impede the water permeability of the drainage groove 10 and is effective for suppressing grass, and the gravel 17 filled in the drainage groove 10 intersecting vertically and horizontally enhances the cosmetic effect of the entire concrete floor.

又は図7に示すように、上記排水溝10内にレンガ又はタイル18を敷き込む。該レンガやタイル18は単に敷き込むだけで、レンガ18間又はタイル18間には目地込材で封止せず、透水性を確保する。   Alternatively, as shown in FIG. 7, bricks or tiles 18 are laid in the drain grooves 10. The bricks and tiles 18 are simply laid, and the bricks 18 or the tiles 18 are not sealed with jointing materials to ensure water permeability.

上記排水溝10内に敷き込んだレンガ又はタイル18はPCコンクリートプレート1,2の敷設によって形成されたコンクリート床全体に上記美粧効果を付与する。   The bricks or tiles 18 laid in the drain grooves 10 impart the above-described cosmetic effect to the entire concrete floor formed by laying the PC concrete plates 1 and 2.

上記砂利17やレンガ又はタイル18はPCコンクリートプレート1,2の敷設によって形成されたコンクリート床の周囲を囲むように等幅に充填乃至敷き込むことができる。   The gravel 17, bricks or tiles 18 can be filled or laid out at a uniform width so as to surround the periphery of the concrete floor formed by laying the PC concrete plates 1 and 2.

図6,図7,図10に示すように、上記各PCコンクリートプレート1,2に表面で開口せる複数の蓄光盤収容孔19を設けておき、該各蓄光盤収容孔19内に蓄光盤20を内蔵する。   As shown in FIGS. 6, 7, and 10, the PC concrete plates 1, 2 are provided with a plurality of phosphorescent housing holes 19 that are opened on the surface, and the phosphorescent panels 20 are provided in the phosphorescent housing holes 19. Built in.

上記蓄光盤収容孔19及び蓄光盤20は各PCコンクリートプレート1,2の表面にバランス配置し、夜間にコンクリート床の全面において均一に発光せしめる。   The light storage board accommodating hole 19 and the light storage board 20 are arranged in a balanced manner on the surfaces of the PC concrete plates 1 and 2 so as to emit light uniformly over the entire surface of the concrete floor at night.

即ち上記蓄光盤20は夜間においてコンクリート床表面の多点において発光して美観を付与し、車両の駐車作業を助け、歩行を助ける等、位置表示効果を発揮する。   That is, the phosphorescent board 20 emits light at many points on the concrete floor surface at night to give an aesthetic appearance, and exhibits a position display effect such as helping the vehicle to park and help walking.

図10に示すように、上記蓄光盤20は蓄光材で蓄光可能にした蓄光ヘッド21と、該蓄光ヘッド21から垂設した外周面に雄ねじ23を形成した合成樹脂製の脚部22を有し、他方上記蓄光盤収容孔19の底部に収容孔19と連通する雌ねじ25を有する取り付け孔24を連設し、該取り付け孔24に脚部22を螺合しつつ、収容孔19内に蓄光ヘッド21を収容し固定する。   As shown in FIG. 10, the phosphorescent board 20 has a phosphorescent head 21 that is capable of storing phosphorescence with a phosphorescent material, and a leg portion 22 made of synthetic resin in which a male screw 23 is formed on the outer peripheral surface suspended from the phosphorescent head 21. On the other hand, an attachment hole 24 having a female screw 25 communicating with the accommodation hole 19 is provided at the bottom of the phosphor storage board accommodation hole 19, and the leg portion 22 is screwed into the attachment hole 24, and the phosphorescence head is accommodated in the accommodation hole 19. 21 is accommodated and fixed.

上記蓄光盤収容孔19の底部に雌ねじ25を有する取り付け孔24を形成する手段として、例えば合成樹脂製のアンカー筒26をPCコンクリートプレート1,2と一体に埋め込み、該アンカー筒26の内周面に形成した雌ねじ25に上記脚部22の雄ねじ23を螺合する構成にする。   As a means for forming the mounting hole 24 having the female screw 25 at the bottom of the phosphor storage board accommodating hole 19, for example, an anchor cylinder 26 made of synthetic resin is embedded integrally with the PC concrete plates 1 and 2, and the inner peripheral surface of the anchor cylinder 26 The male screw 23 of the leg portion 22 is screwed into the female screw 25 formed in the above.

上記螺合による蓄光盤20の収容孔19内への内蔵と固定、螺合解除による取り外しが自在である。   The luminous board 20 can be built in and fixed in the accommodation hole 19 by screwing and can be removed by releasing the screwing.

上記取り付け孔24はPCコンクリートプレート1,2の敷設時における吊り上げ孔として兼用する。即ちクレーンの吊り上げ装置にてPCコンクリートプレート1,2を敷設する場合、該吊り上げ装置の吊り手の4個又は3個の雄ねじを上記4個又は3個の取り付け孔24の雌ねじ25に夫々螺合しPCコンクリートプレート1,2を略水平に吊り上げ、敷設後螺合解除する。   The mounting hole 24 is also used as a lifting hole when the PC concrete plates 1 and 2 are laid. That is, when the PC concrete plates 1 and 2 are laid by the crane lifting device, four or three male screws of the lifting device are screwed into the female screws 25 of the four or three mounting holes 24, respectively. Then, the PC concrete plates 1 and 2 are lifted substantially horizontally, and are screwed after being laid.

更にPCコンクリートプレート1,2の側面に反転用吊り上げピン27を一体に設ける。該吊り上げピン27はPCコンクリートプレート1,2の側面から突出しないよう、同プレート1,2の側面に凹欠部28を設け、該凹欠部28内に吊り上げピン27を突出せしめる。   Further, a reversing lifting pin 27 is integrally provided on the side surfaces of the PC concrete plates 1 and 2. In order to prevent the lifting pins 27 from protruding from the side surfaces of the PC concrete plates 1, 2, the recesses 28 are provided on the side surfaces of the plates 1, 2, and the lifting pins 27 are protruded into the recesses 28.

上記吊り上げピン27にクレーンの吊り上げ装置の吊り手を係合し、プレート1,2の反転を行う。   The lifting pin 27 is engaged with a lifting hand of a crane lifting device, and the plates 1 and 2 are reversed.

Aは大形PCコンクリートプレートの平面図、Bはその長辺側側面図、Cはその短辺側側面図。A is a plan view of a large PC concrete plate, B is a side view of its long side, and C is a side view of its short side. Aは小形PCコンクリートプレートの平面図、Bはその横辺側側面図、Cはその縦辺側側面図。A is a plan view of a small PC concrete plate, B is a lateral side view thereof, and C is a longitudinal side view thereof. Aは並置された四コーナー部を支持する共用土台の平面図、Bは同側面図。A is a plan view of a common base that supports four corners arranged side by side, and B is a side view of the same. Aは並置された二コーナー部を支持する共用土台の平面図、Bは同側面図。A is a plan view of a common base that supports two corners juxtaposed, and B is a side view thereof. Aはコンクリート床のコーナー部を支持する単独土台の平面図、Bは同側面図。A is a plan view of a single foundation that supports the corner of a concrete floor, and B is a side view of the same. 大形と小形のPCコンクリートプレートを敷設して形成したコンクリート床を例示する平面図。The top view which illustrates the concrete floor formed by laying large and small PC concrete plates. 大形のPCコンクリートプレートを敷設して形成したコンクリート床を例示する平面図。The top view which illustrates the concrete floor formed by laying large PC concrete plate. 図6におけるA−A線断面図。AA line sectional view in FIG. 図6におけるB−B線とC−C線断面図。The BB line and CC line sectional drawing in FIG. 図6におけるD−D線断面図。The DD sectional view taken on the line in FIG.

符号の説明Explanation of symbols

1…大形PCコンクリートプレート、2…小形PCコンクリートプレート、3…大形PCコンクリートプレートの短辺(横辺)、4…同長辺(縦辺)、5…小形PCコンクリートプレートの横辺、6…同縦辺、7,8…共用土台、9…単独土台、10…排水溝、11…PCコンクリートプレートのコーナー部、13…支持面、14…間込め定規部、15…横当て定規部、16…間隙、17…砂利、18…レンガ又はタイル、19…蓄光盤収容孔、20…蓄光盤、21…蓄光ヘッド、22…脚部、23…脚部の雄ねじ、24…取り付け孔、25…取り付け孔の雌ねじ、26…アンカー筒、27…反転用吊り上げピン、28…凹欠部、G…地面。   1 ... Large PC concrete plate, 2 ... Small PC concrete plate, 3 ... Short side (horizontal side) of large PC concrete plate, 4 ... Long side (vertical side), 5 ... Horizontal side of small PC concrete plate, 6 ... Same vertical side, 7 and 8 ... Common base, 9 ... Single base, 10 ... Drainage groove, 11 ... Corner part of PC concrete plate, 13 ... Support surface, 14 ... Interposition ruler part, 15 ... Lateral ruler part 16 ... Gap, 17 ... Gravel, 18 ... Brick or tile, 19 ... Phosphor plate receiving hole, 20 ... Phosphor plate, 21 ... Phosphorescent head, 22 ... Leg part, 23 ... Male screw on leg part, 24 ... Mounting hole, 25 ... female screw in mounting hole, 26 ... anchor cylinder, 27 ... lifting pin for reversal, 28 ... concave notch, G ... ground.

Claims (5)

方形のPCコンクリートプレートの複数枚を地面に敷設し、各PCコンクリートプレートの各コーナー部を土台により支持し、各PCコンクリートプレート間に排水溝を形成したコンクリート床構造であって、上記排水溝の交差部において並置された上記各コーナー部と上記排水溝の端部において並置された上記各コーナー部を共用土台にて夫々支持し、該各共用土台に上記排水溝内に介在される間込め定規部を一体に設けて上記排水溝の幅を設定する構成としたことを特徴とするコンクリート床構造。 A concrete floor structure in which a plurality of rectangular PC concrete plates are laid on the ground, each corner of each PC concrete plate is supported by a base, and a drainage groove is formed between each PC concrete plate. Each corner part juxtaposed at the intersection and each corner part juxtaposed at the end of the drainage groove are respectively supported by a common base, and the insertion ruler interposed in the drainage groove on each common base A concrete floor structure characterized in that a part is provided integrally to set the width of the drainage groove. 上記各PCコンクリートプレートを上記土台により浮かし支持して各PCコンクリートプレートと地面との間に互いに連通し且つ上記排水溝と連通する間隙を形成したことを特徴とする請求項1記載のコンクリート床構造。 2. A concrete floor structure according to claim 1, wherein said PC concrete plates are floated and supported by said base, and a gap is formed between each PC concrete plate and the ground so as to communicate with said drainage groove. . 上記排水溝内に砂利を充填したことを特徴とする請求項1又は2記載のコンクリート床構造。 The concrete floor structure according to claim 1 or 2, wherein gravel is filled in the drainage groove. 上記排水溝内にレンガ又はタイルを敷き込んだことを特徴とする請求項1又は2記載のコンクリート床構造。 The concrete floor structure according to claim 1 or 2, wherein bricks or tiles are laid in the drainage grooves. 上記各PCコンクリートプレートに表面で開口せる複数の蓄光盤収容孔を設けておき、該各蓄光盤収容孔内に蓄光盤を内蔵したことを特徴とする請求項1又は2又は3又は4記載のコンクリート床構造。 The said PC concrete plate was provided with the some phosphorescence board accommodation hole opened on the surface, The phosphorescence board was incorporated in each said phosphorescence board accommodation hole, The 1st or 2 or 3 or 4 characterized by the above-mentioned. Concrete floor structure.
JP2006279242A 2006-10-12 2006-10-12 Concrete floor structure Expired - Fee Related JP4300232B2 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011208400A (en) * 2010-03-29 2011-10-20 Ishikawajima Constr Materials Co Ltd Structure and method for laying precast pavement slab
JP2022070690A (en) * 2020-10-27 2022-05-13 カナフレックスコーポレーション株式会社 Simple road
CN115303412A (en) * 2022-09-13 2022-11-08 上海外高桥造船有限公司 Deck gutter grating cover on ship

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BR0109283A (en) 2000-03-14 2002-12-17 James Hardie Res Pty Ltd Fiber cement construction materials containing low density additives

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011208400A (en) * 2010-03-29 2011-10-20 Ishikawajima Constr Materials Co Ltd Structure and method for laying precast pavement slab
JP2022070690A (en) * 2020-10-27 2022-05-13 カナフレックスコーポレーション株式会社 Simple road
CN115303412A (en) * 2022-09-13 2022-11-08 上海外高桥造船有限公司 Deck gutter grating cover on ship

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