JP2006037472A - Base board for concrete form panel - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a base board for a concrete form panel substantially unchanging in weight and cost from conventional weight and cost, by improving an outward appearance of a concrete wall, by preventing a grating-like line from appearing on a surface of the concrete wall even after separating a form. <P>SOLUTION: This base board A for an FRP concrete form panel is molded by projecting a plurality of cross-sectional rectangular projection strip sash bar parts 2a to 2e and 3 in a vertical-horizontal grating shape on a reverse surface 4 of a square thin plate 1. A padding strip part 6 for gradually increasing the thickness toward a side surface 5 from the reverse surface 4, is integrally molded between the reverse surface 4 of the square thin plate 1 and the total length of the side surface 5 of the respective projection strip sash bar parts 2a to 2e and 3. A recessed groove strip part 7 is molded over the total length of a reverse side corner part of the respective projection strip sash bar parts 2a to 2e and 3 contacting with the padding strip part 6, so as to become the substantially same in weight of a padding strip part 6a and a recessed groove strip part 7a. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

  The present invention relates to a substrate of a concrete formwork panel that is framed on a floor surface, for example, for placing ready-mixed concrete to form a concrete wall.

Conventionally, this kind of concrete formwork panel has been formed by fixing a plurality of fixing frames for aluminum piers, which have both reinforcing and connecting means, on the back surface of a plywood board, which is a vertically long substrate, along the vertical direction. (For example, refer to Patent Document 1).
However, recently, imports of external materials for forming the substrate have been reduced because the cutting of forests leads to environmental destruction, and there is a substrate made of FRP as an alternative product (for example, see Non-Patent Document 1). This FRP substrate is formed by integrally projecting a rectangular cross section with a rectangular cross section on the back surface of a rectangular thin plate in a vertical and horizontal lattice pattern, and of these, along the four vertical protrusions The fixing frame for aluminum piers is attached and fixed. Then, the surfaces on which the protrusions are not projected are separated from each other for a predetermined distance, faced to face each other, and the concrete form panels are juxtaposed on the floor surface, and ready-mixed concrete is placed therebetween.
JP-A-7-229290 (page 3, FIG. 2, FIG. 8) Introduction of aluminum frame (Shinki Co., Ltd.), “Introduction of X-sheet / Tricon sheet”, [online], [Search on July 22, 2004], Internet <URL: http: // www. sin-ki. co. jp / new_page_1. htm>

  However, in the substrate made of FRP, the rectangular thin plate is strongly pressed to the back side where the protruding strip portion is provided due to the pressure of the ready-mixed concrete. A difference in deflection from the thin plate appeared, and the lines of the side edges of the protruding ridges clearly appeared in a lattice shape on the concrete wall surface after the frame was removed, which was unattractive. This is because each protrusion has a rectangular cross section, and the side surface thereof and the back surface of the rectangular thin plate are formed so as to form a substantially right angle.

  Therefore, the present invention has been made to solve the above-mentioned problems, and even after removing the frame, the appearance of the concrete wall is improved by preventing a grid-like line from appearing on the surface of the concrete wall. The object of the present invention is to provide a concrete formwork panel substrate that is almost the same as the above.

  In order to achieve such an object, the concrete formwork panel substrate according to the present invention is made of FRP, which is formed by projecting a plurality of protruding strips having a rectangular cross section on a back surface of a rectangular thin plate in a vertical and horizontal lattice shape. A concrete mold panel substrate, which is integrally formed with a built-in strip portion that gradually increases in thickness from the back surface toward the side surface between the back surface of the rectangular thin plate and the entire length of the side surface of each of the protruding strips. In addition, a groove groove portion is formed over the entire length of the back side corner portion of each protruding rail portion in contact with the overlay strip portion, and the weight of the overlay groove portion and the recess groove portion is substantially the same. It consists of the structure which became.

  The concrete formwork panel substrate according to the present invention is integrally formed with a built-up strip portion that gradually increases in thickness as it goes from the back surface to the side surface between the back surface of the rectangular thin plate and the entire side surface length of each projection rail. In addition, a groove groove portion is formed over the entire length of the back side corner portion of each protruding rail portion in contact with the overlay strip portion, and the weight of the overlay groove portion and the recess groove portion is substantially the same. As a result, there is no extreme difference in the thickness between each ridge part and the rectangular thin plate, and the line at the side edge of the ridge part rises even if the pressure of ready-mixed concrete is applied. The concrete wall surface has the effect that it looks very good.

  Moreover, since the weight of the said build-up stripe part site | part and a ditch | groove groove part site | part becomes substantially the same, the weight of the whole board | substrate for concrete formwork panels is not different from the conventional one. Therefore, for example, there is a beneficial effect that the weight of the concrete form panel increases as compared with the conventional one and is difficult to handle or the molding cost is not increased.

  DESCRIPTION OF EMBODIMENTS Hereinafter, embodiments of a concrete formwork panel substrate according to the present invention will be described with reference to the drawings. FIG. 1 is a perspective view seen from the front side of a concrete formwork panel substrate according to the present invention, and FIG. 2 is a perspective view seen from the back side. The concrete form panel substrate (hereinafter simply referred to as “substrate”) A is compression-molded with, for example, an unsaturated polyester resin reinforced with glass fiber, so-called FRP.

  For example, the substrate A has a length of 1800 mm, a width of 600 mm, a thickness of 12 mm, and a weight of 8.8 kg. And, on the back surface of the rectangular thin plate 1, vertical ridges 2a to 2e are projected in parallel to both side edges in the short direction and three places therebetween, and the horizontal ridges 3, 3. A plurality of protrusions are provided in parallel with each other so as to be orthogonal to both longitudinal end portions and between the vertical protrusions 2a to 2e. All of the vertical and horizontal protrusions 2a to 2e, 3, 3... Are integrally formed with the rectangular thin plate 1.

  And as shown in FIG. 3, between the back surface 4 of the rectangular thin plate 1 and the side surface full length of each protrusion rail part 2a-2e, the buildup strip part which thickness increases gradually as it goes to this side surface from this back surface 4 6 is integrally formed. Moreover, the grooved groove part 7 is shape | molded over the back side corner | angular part full length of each protruding beam part 2a-2e and 3 which contact | connects the said embedding strip part 6. FIG. Here, the weight of the built-up strip portion 6a formed so as to be placed and the weight of the concave groove portion 7a formed so as to be scraped off are set to be substantially the same. These built-up strips 6 and the grooved strips 7 are simultaneously compression-molded by a molding die (not shown) in the same manner as the projections 2a to 2e, 3.

  Further, based on FIG. 4, for example, one side edge of the protruding bar portion 2 a along the longitudinal direction of the substrate 1 will be described in detail. In the figure, the two-dot chain line is the outer shape of the original vertical ridge portion 2a. The vertical protrusion 2a has a rectangular cross section, a width of 30 mm, and protrudes from the back surface 4 of the rectangular thin plate 1 to the back side by 8 mm. Accordingly, a position advanced by 27 mm + 15 mm inward from the outer side edge of the vertical ridge portion 2a is defined as a point P1, and a perpendicular line L1 is dropped from the point P1 to the back surface 4 of the rectangular thin plate 1 and this point is defined as P2. A position 25 mm away from the back surface 4 of the rectangular thin plate 1 on the perpendicular L1 is defined as a point O, and an arc R having a radius of 25 mm is drawn with the point O as the center. An intersection point between the arc R and the side surface 5 of the protruding bar portion 2a is P3, and an intersection point between the side surface 5 and the back surface 4 of the rectangular thin plate 1 is P4.

In addition, the intersection of the side surface 5 and the rear surface 8 in the protruding bar 2a is defined as P5, and a position advanced 3 mm outward from the point P5 along the rear surface 8 is defined as a point P6. The point P6 is parallel to the side surface 5 from this point P6. A parallel line L2 is drawn, and an intersection of the parallel line L2 and the arc R is defined as P7. According to this, the area S1 of the substantially triangular shape (P2, P3, P4) that becomes the above-mentioned build-up stripe part 6a and the area S2 of the substantially rectangular shape (P3, P5, P6, P7) that becomes the grooved part 7a. It will be almost the same. For example, the area S1 is 11.955 mm ² and the area S2 is 12.050 mm ² .

  The other vertical ridge portions 2b to 2e and the horizontal ridge portions 3, 3,... Are also formed in the same shape as described above on both side edges or one side edge. In this way, by forming the built-up strip portion 6a between the back surface 4 of the rectangular thin plate 1 and the side surfaces 5 of the vertical projecting strip portions 2a to 2e and the horizontal projecting strip portion 3, the rectangular thin plate is formed. The line which becomes the clear boundary between 1 and the vertical and horizontal protrusions 2a to 2e, 3 disappears.

  The substrate A according to the present invention has the above-described configuration, and a fixing frame 9 made of aluminum is attached to the back surface of each of the vertical protrusions 2a to 2e as shown in FIG. It is fixed by. Thereby, concrete formwork panel A1 is shape | molded. And although illustration is abbreviate | omitted, in the field, surfaces are separated for a predetermined interval, a board | substrate A is faced and it arrange | positions side by side on a floor surface, it is framed, and ready-mixed concrete is laid in between.

  Therefore, in the substrate A according to the present invention, there is an extreme difference in the thicknesses between the side surfaces 5 of the respective vertical ridge portions 2a to 2e and the respective horizontal ridge portions 3 and the rectangular thin plate 1. Therefore, even if the pressure of the ready-mixed concrete is applied, the difference does not clearly appear as a grid-like line on the concrete wall (not shown) after molding, which is very attractive.

  Further, since the weight of the built-up ridge portion 6a and the shaved groove portion 7a are substantially the same, the overall weight of the substrate A is almost the same as the conventional one. Therefore, for example, there is no increase in the weight of the concrete formwork panel A1 compared to the conventional one, which makes it difficult to handle or increases the molding cost.

The perspective view seen from the front side of the substrate for concrete formwork panels concerning the present invention. The perspective view seen from the back side. XX line expanded sectional view of FIG. The YY line expanded sectional view of FIG. The perspective view seen from the back side of a concrete formwork panel.

Explanation of symbols

DESCRIPTION OF SYMBOLS 1 Rectangular thin plate 2a-2e Vertical protrusion frame part 3 Horizontal protrusion frame part 4 Back surface 5 Side surface 6 Overlaying strip part 6a Overlaying strip part 7 Concave groove part 7a Concave groove part A A Concrete formwork panel Substrate A1 concrete formwork panel

Claims (1)

  A concrete form panel substrate made of FRP, which is formed by projecting a plurality of rectangular cross sections on a back surface of a rectangular thin plate in a vertical and horizontal grid pattern, the back surface of the rectangular thin plate and each protrusion A built-up section that gradually increases in thickness as it goes from the back surface to the side surface between the entire length of the side surface of the strip section, and a back side angle of each projecting section section in contact with the overlay section A substrate for a concrete form panel, wherein a groove section is formed over the entire length so that the weight of the built-up groove section and the groove section is substantially the same.

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