JP2009035917A - Sill packing with mortar receiver - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide sill packing with a mortar receiver capable of preventing blocking-up of an air vent, with excellent workability, by providing sufficient strength for a stop plate, when applying mortar finishing to an outer peripheral surface of a foundation. <P>SOLUTION: A packing material is interposed between the foundation and a sill of a building, and adopts a technological means that a plurality of opening parts 10, 10, etc. penetrating over in the vertical direction are arranged at a predetermined interval in a longitudinal plate-like body part 1, and while a plurality of ventilation holes 13, 13, etc. penetrating in the width direction are continuously formed at the predetermined interval in a long edge side part on the under surface side 12 of the body part 1, a mortar receiving plate 2 is attached to the outside of a long edge installation part of the body part 1, and this mortar receiving plate 2 is formed in a waveform cross section, and a plurality of waveform ribs 21, 21, etc. are integrally molded in the width direction of an upper surface. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

  The present invention is an improvement of building materials, more specifically, when a mortar finish is applied to the outer peripheral surface of the foundation, the stopper plate has sufficient strength and has good workability, and further prevents the vent hole from being blocked. It relates to a base packing with mortar support that can also be done.

  As is well known, a packing is laid between the foundation and the foundation of the building, and ventilation under the floor can be performed by a vent hole provided in the packing.

  By the way, after laying such packing, in order to apply mortar as a finishing material to the outer side surface of the foundation, it is possible to prevent protrusion by replacing the stopper plate taken out on the outer side of the lower surface of the packing. (For example, refer to Patent Document 1).

However, with such a base packing, the strength against the force received by the stopper plate when applying mortar is not sufficient, and the stopper plate may be warped or broken, which hinders construction. There was a problem.
JP 2007-120082 (page 4-7, FIG. 1-2)

  The present invention has been made in view of the above problems in the conventional packing, and the purpose of the present invention is to provide sufficient strength when the mortar finish is applied to the outer peripheral surface of the foundation. An object of the present invention is to provide a mortar-supported base packing that has a good workability and that can prevent the air holes from being blocked.

  Means employed by the present inventor for solving the above technical problem will be described with reference to the accompanying drawings.

That is, the present invention is a packing material interposed between the foundation of the building and the foundation,
The longitudinal plate-like main body 1 is provided with a plurality of openings 10... Penetrating in the vertical direction at predetermined intervals, and on the long side of the lower surface side 12 of the main body 1. Is formed with a plurality of ventilation holes 13, 13 ... penetrating in the width direction continuously at a predetermined interval,
A mortar receiving plate 2 is attached to the outside of the long side installation portion of the main body 1, and the mortar receiving plate 2 is formed in a corrugated cross section, and a plurality of corrugated ribs 21. The foundation packing with mortar support was completed by adopting the technical means of making 21 ... molded in one piece.

  In addition, in order to solve the above-described problems, the present invention, in addition to the above-described means, at least one of the corrugated ribs 21 of the mortar receiving plate 2 is formed at the height of the upper surface level of the main body 1. It is possible to adopt a technical means of making the high wave rib 21H.

  Furthermore, in order to solve the above-mentioned problems, the present invention provides a notch 22 at the end of the mortar backing plate 2 in addition to the above-described means as necessary. It is possible to adopt a technical means for configuring a peeping portion that can visually recognize the outgoing line.

  Furthermore, in order to solve the above-described problems, the present invention attaches the installation level of the main body 1 and the installation level of the mortar receiving plate 2 so as to be substantially in the same plane as necessary. Technical means can be adopted.

  Furthermore, in order to solve the above-described problems, the present invention is provided above and below the above-mentioned means as needed, and is placed above and below the bridging portion 14 between the openings 10 and 10 on the upper surface of the main body 1 so that fastening screws are inserted. A technical means of forming a possible through hole 14a can be employed.

  Furthermore, in order to solve the above-described problems, the present invention provides a technique in which a protrusion 14b is provided on the upper surface of the bridging portion 14 between the openings 10 and 10 on the upper surface of the main body 1 in addition to the above means as necessary. Means can be employed.

  Furthermore, in order to solve the above-mentioned problems, the present invention forms an uneven portion 15 at the side end portion of the main body portion 1 in addition to the above-described means as necessary, and enables positioning and connection in the longitudinal direction. Technical means can be employed.

  Furthermore, in order to solve the above-described problems, the present invention provides technical means for opening the opening 10 formed on the upper surface of the main body 1 at both side ends in addition to the above-described means as necessary. Can be adopted.

  Furthermore, in order to solve the above-mentioned problem, the present invention forms a thin-walled cutable portion C at a predetermined transverse position in the width direction of the upper surface of the main body portion 1 and the mortar receiving plate 2 in addition to the above means as necessary. Then, it is possible to employ a technical means that the main part 1 can be divided by cutting the severable part C, and the side end parts can be formed at the cut parts.

  In the present invention, the longitudinal plate-like main body is provided with a plurality of openings penetrating in the vertical direction at a predetermined interval, and the side of the long side on the lower surface side of the main body has a width. A plurality of ventilation holes penetrating in the direction are continuously formed at predetermined intervals, and a mortar receiving plate is attached to the outside of the long side installation portion of the main body, and the mortar receiving plate has a corrugated cross-sectional shape. By forming and forming a plurality of corrugated ribs in the width direction of the upper surface, when applying a mortar finish to the outer peripheral surface of the foundation, it gives sufficient strength to the stop plate and improves workability. Since the stopper plate can prevent the mortar from entering and prevent the vent hole from being blocked, it can be said that the utility value as a building material is very large.

  BEST MODE FOR CARRYING OUT THE INVENTION The best mode for carrying out the present invention will be described in more detail with reference to the drawings specifically shown as follows.

“First Embodiment”
1st Embodiment of this invention is described based on FIG. 1 and FIG. In the figure, what is indicated by reference numeral 1 is a main body portion, and the main body portion 1 is in the form of a longitudinal plate, and is provided with a plurality of openings 10... Further, a plurality of ventilation holes 13, 13... Penetrating in the width direction are continuously formed at predetermined intervals on the long side portion on the lower surface side 12 of the main body 1.

  In addition, what is indicated by reference numeral 2 is a mortar receiving plate. The mortar receiving plate 2 is formed in a corrugated cross-sectional shape, and a plurality of corrugated ribs 21 are formed integrally in the width direction of the upper surface. In this embodiment, it is integrally formed with the main body 1 and is made of a mixture of polypropylene and calcium carbonate as a material used.

  Thus, the present embodiment is a packing material interposed between the foundation of the building and the foundation, and when configured, first, the longitudinal plate-shaped main body portion 1 is wound up and down. A plurality of openings 10, 10... Are provided at predetermined intervals. By doing so, the material used can be reduced.

  Further, a plurality of ventilation holes 13, 13... Penetrating in the width direction are continuously formed at predetermined intervals on the long side portion on the lower surface side 12 of the main body 1. By doing so, an air passage between the outside and the underfloor can be secured.

  Further, a mortar receiving plate 2 is attached to the outside of the long side installation portion of the main body 1, and the mortar receiving plate 2 is formed in a corrugated cross section, and a plurality of corrugated ribs 21 in the width direction of the upper surface.・ Made 21 ... integrally.

  In the present embodiment, the installation level of the main body 1 and the installation level of the mortar backing plate 2 are attached so as to be substantially in the same plane, so that the foundation and the base packing can be installed without any gaps. Mortar can be applied at the same level as the top surface of the foundation simply by adjusting to the installation level.

  In the present embodiment, a through hole 14a into which a fastening screw can be inserted can be formed over the bridge portion 14 between the openings 10 and 10 on the upper surface of the main body 1, and this fastening screw can be screwed in. By doing so, the base packing and the foundation can be securely fixed.

  Further, the protrusion 14b can be provided on the upper surface of the bridging portion 14 between the openings 10 and 10 on the upper surface of the main body 1 and can be cut into the base to prevent lateral displacement and the like. Furthermore, since the base packing of the present embodiment is used by being connected in the longitudinal direction, the concave and convex portions 15 can be formed on the side end portions of the main body portion 1 and can be easily positioned.

“Second Embodiment”
A second embodiment of the present invention will be described with reference to FIGS. In the present embodiment, at least one of the corrugated ribs 21 of the mortar receiving plate 2 is a high wave rib 21H formed at the height of the upper surface level of the main body 1 (see FIG. 3).

  By doing so, as shown in FIG. 4, the structural plywood and the lower end of the drainer can be positioned, and also a stopper for preventing the downward displacement, so that a more excellent structure can be configured.

“Third embodiment”
A third embodiment of the present invention will be described with reference to FIG. In the present embodiment, a notch 22 is provided at the end of the mortar receiving plate 2, and a peeping portion where the inking line can be visually recognized is formed between the adjacent mortar receiving plates 2 and 2.

  When placing the foundation packing on the foundation, the foundation cannot be stably installed unless the positioning is performed securely. Therefore, according to the present embodiment, the ink marking line drawn on the foundation is used. It can be installed while checking and is very convenient.

  The present invention is generally configured as described above. However, the present invention is not limited to the illustrated embodiment, and various modifications can be made within the scope of the “Claims”. The opening 10 formed in the upper surface of 1 may be one in which only one side end as shown in FIG. 1 is opened, or both sides as shown in FIG. It may be open at the end, and by appropriately combining the different formation positions of the opening 10 and projecting to fix the base from the base top end. It is possible to accurately match the anchor bolt installation position.

  Further, as shown in FIG. 7, a thin-walled cutable portion C can be formed at a predetermined transverse position in the width direction of the upper surface of the main body 1 and the mortar receiving plate 2. In the present modification, the severable portion C is formed to have a remaining portion obtained by cutting out about one third of each of the upper and lower thicknesses, that is, about one third of the normal thickness. Can be easily cut with a cutter.

  At this time, as shown in FIG. 8, the abutment portion C is configured to be asymmetrical with respect to the boundary, and the cutout portion C is appropriately cut at the time of construction to divide the main body portion 1 as described above. It is possible to form two types of main body parts 1 having different arrangement positions of the openings 10.

  By comprising in this way, the arrangement | positioning position of the opening part 10 was changed by making the cutting | disconnection location of the divided | segmented main-body part 1 outside, and joining these side edge parts and replacing these positions. The main body 1 having a different shape can be formed, and can be adapted to the installation position of the anchor bolt in the same manner as described above.

  That is, this configuration eliminates the inconvenience that the mortar receiving plate 2 is disposed only on one long side of the main body 1 so that it cannot be reversed for adjusting the position of the opening 10. To do.

  In addition, a side end portion can be formed at each of the cut portions, and the side end portion can be formed into a straight shape, or can be formed into a shape in which the uneven portion 15 for positioning is formed. You can also.

  Moreover, although not shown in figure, it can also make it hard to slip | slip by forming an uneven | corrugated knurl in the surface of the upper surface side 11 (upper surface of the bridge | crosslinking part 14) of the main-body part 1, and these are all in the technical scope of this invention. Belongs.

It is a whole perspective view showing the foundation packing of 1st Embodiment of this invention. It is explanatory sectional drawing showing the state which constructed the foundation packing of 1st Embodiment of this invention. It is a fragmentary perspective view showing the foundation packing of 2nd Embodiment of this invention. It is explanatory sectional drawing showing the state which constructed the foundation packing of 2nd Embodiment of this invention. It is a partial top view showing the foundation packing of 3rd Embodiment of this invention. It is a whole perspective view showing the modification of the base packing of embodiment of this invention. It is a fragmentary perspective view showing the modification of the foundation packing of embodiment of this invention. It is a whole top view showing the modification of the base packing of embodiment of this invention.

Explanation of symbols

1 Body
10 opening
11 Top side
12 Bottom side
13 Ventilation hole
14 Cross-linking part
14a Through hole
14b Protrusion
15 Concavity and convexity 2 Mortar backing plate
21 Wavy ribs
21H high wave rib
22 Notch C Cut-off

Claims (9)

A packing material interposed between the foundation of the building and the foundation,
The longitudinal plate-like main body 1 is provided with a plurality of openings 10... Penetrating in the vertical direction at predetermined intervals, and on the long side of the lower surface side 12 of the main body 1. Is formed with a plurality of ventilation holes 13, 13 ... penetrating in the width direction continuously at a predetermined interval,
A mortar receiving plate 2 is attached to the outside of the long side installation portion of the main body 1, and the mortar receiving plate 2 is formed in a corrugated cross section, and a plurality of corrugated ribs 21. Base packing with mortar support, characterized in that 21 ... is molded integrally.   2. The mortar-supported base packing according to claim 1, wherein at least one of the corrugated ribs 21 of the mortar receiving plate 2 is a high-wave rib 21H formed at a height level of the upper surface of the main body 1.   The notch 22 is provided in the edge part of the mortar receiving board 2, and the peeping part which can visually recognize the inking line is comprised between adjacent mortar receiving boards 2 and 2. Base packing with mortar receiving as described.   The foundation for receiving mortar according to any one of claims 1 to 3, wherein the installation level of the main body 1 and the installation level of the mortar receiving plate 2 are attached so as to be substantially in the same plane. Packing.   5. A through-hole 14a into which a fastening screw can be inserted is formed above and below the bridging portion 14 between the openings 10 and 10 on the upper surface of the main body 1, and the through-hole 14a is formed. Base packing with mortar holder as described in 1.   The mortar-supported base packing according to any one of claims 1 to 5, wherein a protrusion 14b is provided on the upper surface of the bridging portion 14 between the openings 10 and 10 on the upper surface of the main body 1.   The base packing with mortar according to claim 1, wherein a concavo-convex portion 15 is formed at a side end portion of the main body portion 1 and can be positioned and connected in a longitudinal direction. .   The mortar receiving base packing according to any one of claims 1 to 7, wherein the opening 10 formed on the upper surface of the main body 1 is open at both side ends. A thin-walled cutable portion C is formed at a predetermined transverse position in the width direction of the upper surface of the main body portion 1 and the mortar backing plate 2, and the main body portion 1 can be divided by cutting the cuttable portion C. And the side packing part can each be formed in this cutting location, The mortar receiving base packing as described in any one of Claims 1-8 characterized by the above-mentioned.

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