JP5271720B2 - Structure of the earthing part and its construction method - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a structure of sections around an earthen floor, capable of ensuring high degree of airtightness in a living space and an underfloor around the earthen floor, ventilating the underfloor sufficiently, preventing the appearance of mold and the corrosion of an entrance rail member due to moisture, and reducing the possibility of intrusion of termite. <P>SOLUTION: This structure of the sections around the earthen floor in a building includes a member for forming the concrete floor supported with hollow column legs on a mat foundation and having a panel forming openings communicating with the column legs, a sill supporting the entrance rail member, a floor post capable of adjusting height to support the sill, a plate-like edge member arranged to surround an upper face of the member for forming the concrete floor, a concrete columns formed by placing concrete to fill the inside of the column legs supporting the member for forming the concrete floor, and a concrete floor formed by placing concrete up to the predetermined thickness on the member for forming the concrete floor surrounded by the edge member. <P>COPYRIGHT: (C)2010,JPO&amp;INPIT

Description

The present invention relates to a structure of an earthen part including a dirt part such as an entrance of a building and a fence part and a construction method thereof.

FIG. 13: is sectional drawing which shows the general construction method between the conventional entrance soils.
The foundation used here is a so-called solid foundation.
For example, as shown in FIG. 13, for example, as shown in FIG. 13, the structure between conventional entrance soils of a conventional house and the surrounding area is raised to a region that becomes an entrance soil region surrounded by a rising foundation 704. A backfilling soil 705 is piled up, discarded concrete 706 and a concrete floor 707 are placed thereon, tile mortar 708 is applied on the concrete floor 707, and tiles 709 are arranged. Things.
A shield-type packing 720 is laid on the top surface of the rising foundation 704, and a base 712 is placed thereon. A mortar is embedded in a gap 710 that is attached to the inner side surface of the foundation 712 between the soil side and is attached to the gap 710 that is below the raised ridge material 711 and surrounded by the raised ridge material 711, the tile 709 surface, and the rising foundation 704. A tile 721 is raised and pasted on the front surface.

In the conventional interstitial structure shown in FIG. 13, the rising dredge material 711 is connected to the concrete (mortar), so that moisture rises and the rising dredge material 711 becomes wet, which causes corrosion. In addition, white ants may enter through a slight gap 722 generated on the joining surface of the solid foundation 703 and the cloth foundation 704, and may pass through the backfill 705 and the like to cause damage to the brazing material 711.

Therefore, the present applicant has previously proposed a member for forming a concrete floor that can form a space by forming a space under the soil without using backfill soil (see Patent Document 1).

JP 2007-224526 A

The member for forming a concrete floor of Patent Document 1 has a plate-like panel portion and a hollow cylindrical column base portion extending downward from a through hole provided in the panel portion. The concrete floor and the concrete pillar are integrally formed by pouring ready-mixed concrete from above, and a space can be formed under the concrete floor.

However, the dirt around the entrance is required to have high airtightness between the living part and the underfloor part, and the dirt between the dirt is relatively close to the outer periphery of the building. There was still room for improvement in terms of lowering.

The present invention has been made in view of the above-described problems, and its purpose is to ventilate the air under the soil, to prevent mold generation due to moisture, to prevent rotting of the rising straw, and to lower the possibility of white ants entering. An object of the present invention is to provide a structure of a soil surrounding portion that can be used and a construction method thereof. Another object of the present invention is to ensure high airtightness between the living portion and the underfloor portion around the soil.

In order to achieve the above object, the present invention provides the following.
(1) It is the structure of the dirt section of the building,
A concrete floor forming member having a panel portion supported on a solid foundation by a hollow column base and having an opening communicating with the column base;
A foundation that supports the raised lumber,
A height-adjustable floor bundle that supports the foundation;
A plate-like edge member disposed so as to surround the upper surface of the concrete floor forming member;
A concrete column placed so as to embed the inside of the column base supporting the concrete floor forming member;
A concrete floor placed to have a predetermined thickness on the concrete floor forming member surrounded by the rim material ;
A horizontal plane and a vertical plane located below the horizontal plane, the horizontal plane is interposed between the floor bundle and the base, and the vertical plane is opposed to a side surface of the concrete floor forming member. A soil dam plate disposed so that an upper part of the vertical surface protrudes above an upper surface of the concrete floor forming member,
The edge member covers the boundary between the upper surface of the concrete floor forming member and the vertical surface of the soil dam plate at a facing portion between the side surface of the concrete floor forming member and the vertical surface of the soil dam plate. The structure of the earthing part characterized by being arranged in .

According to the invention of (1), the concrete column is formed in the column base that supports the concrete floor forming member, and the concrete floor is formed on the upper surface of the concrete floor forming member. A void portion can be formed below the forming member, so that backfilling soil can be eliminated as compared with the conventional general construction method, and the amount of concrete used can be reduced. In addition, since the foundation for supporting the rising saddle is supported by the floor bundle, the space under the concrete floor forming member can be communicated with the underfloor space inside the building. As a result, the soil can be kept dry, the corrosion of each part member due to moisture and the growth of mold can be suppressed, and the invasion of white ants can be prevented, and the rising of the front door is corroded. Can be prevented.

As the soil barrier plate, one having an L-shaped structure in cross-section having a horizontal plane and a vertical plane extending downward can be preferably used.

According to the invention of ( 1 ), the soil dam plate having a horizontal surface and a vertical surface is disposed on the floor bundle, and the vertical surface of the soil dam plate faces the side surface of the concrete floor forming member, The upper part is disposed so as to protrude above the upper surface of the concrete floor forming member. Therefore, it is possible to prevent the air under the floor from passing through the upper surface of the concrete floor formed on the concrete floor forming member and entering the living part (entrance).
As described above, according to the invention of ( 1 ), the air tightness between the living part and the underfloor part can be ensured in the space between the soils, and the air under the soils can be ventilated. This makes it possible to reduce the possibility of white ants entering.

Furthermore, the present invention provides the following.
( 2 ) The structure of the earthen part of the building of (1) above,
A space is formed between the raised padding and the soil floor where the concrete floor is cast.

According to the invention of ( 2 ), since a space is formed between the raised saddle and the soil floor surface on which the concrete floor is placed, moisture is soaked up and the raised straw is prevented from becoming wet. It can be made difficult to corrode.

Furthermore, the present invention provides the following.
(3) The structure of the earthen floor around part of the building (1) or (2),
The drainage floor for discharging the water on the dirt floor to the bottom is provided on the dirt floor.

According to the invention of ( 3 ), since the drainage port for discharging the water on the interstitial floor surface downward is provided on the interstitial floor surface, even if water accumulates on the interstitial floor surface, Can be discharged to the outside, and the concrete can be prevented from becoming wet. As a result, the raised brazing material can be made more difficult to corrode. In addition, since a space is formed under the soil, when drainage pipes are connected to drainage outlets for drainage, the drainage pipes can be passed through the space and there is no need to be buried in the ground or concrete.

Furthermore, the present invention provides the following.
( 4 ) The structure of the earthen part of the building of any one of (1) to ( 3 ) above,
The solid foundation is provided with a water drain plug for discharging water downward.

According to the invention of ( 4 ), since the drain plug for discharging water downward is provided on the solid foundation, when water accumulates in the lower space between the soil, it can be discharged downward. It becomes easy to keep the space dry.

Furthermore, the present invention provides the following.
( 5 ) Foundation placing process for placing a solid foundation horizontal on the ground surface and a rising foundation on the solid foundation,
A base placement process in which a height-adjustable floor bundle is placed at a location that becomes the boundary between the soil and the floor, where the rising foundation is not provided, and the base is placed on the top.
For forming a concrete floor on which a concrete floor forming member having a panel portion having an opening that is supported by a hollow column base and formed in communication with the column base is provided on the solid foundation and in the space between the soils. Component installation process,
Edge material placing step of arranging a plate-like edge material so as to surround the upper surface of the concrete floor forming member,
A concrete placing step of placing a concrete column inside the column base, and placing a concrete floor on the concrete floor forming member within a range not exceeding the height of the edge member; and
Look including a stile attaching step of attaching a Agarikamachi material to the side of the base,
In the foundation placing step, the earth dam plate having a horizontal plane and a vertical plane positioned below the horizontal plane is placed with the vertical plane facing the gap side, and the foundation is placed on the top of the floor bundle via the horizontal plane. As well as
In the rim material placing step, the rim material is disposed so as to cover a boundary between the upper surface of the concrete floor forming member and the vertical surface of the soil dam plate or the rising foundation. The construction method of the earthen part.

According to the invention of ( 5 ), the concrete pillar is formed in the column base supporting the concrete floor forming member, and the concrete floor is formed on the upper surface of the concrete floor forming member. A void portion can be formed below the working member, so that backfill soil can be made unnecessary and the amount of concrete used can be reduced as compared with a conventional general construction method. In addition, since the foundation to which the rising saddle material is attached is supported by the floor bundle, the space under the foundation concrete floor forming member can be communicated with the underfloor space inside the building. As a result, the soil can be kept dry, the corrosion of each part member due to moisture and the growth of mold can be suppressed, and the invasion of white ants can be prevented, and the rising of the front door is corroded. Can be prevented.

As the soil barrier plate, one having an L-shaped structure in cross-section having a horizontal plane and a vertical plane extending downward can be preferably used. Further, as the edge member, a plate-like member having an L-shaped cross section can be preferably used.

According to the invention of ( 5 ), the soil dam plate having a horizontal surface and a vertical surface is disposed on the floor bundle, the vertical surface of the soil dam plate is opposed to the side surface of the concrete floor forming member, and the upper portion of the vertical surface is It arrange | positions so that it may protrude above the upper surface of the said member for concrete floor formation. Therefore, it is possible to prevent the air under the floor from passing through the upper surface of the concrete floor formed on the concrete floor forming member and entering the living part (entrance).
Thus, according to the invention of ( 5 ), while ensuring high airtightness between the living portion and the underfloor portion around the soil, the air under the soil can be ventilated, mold is generated due to moisture, and the rotting of the rising straw material This makes it possible to reduce the possibility of white ants entering.
Furthermore, since a space is formed between the raised dredged material and the soil floor where the concrete floor is placed, the moisture of the concrete oozes out and prevents the raised dredged material from becoming wet, making it difficult to corrode. be able to.

According to the present invention, the airtightness between the living part and the underfloor part around the soil is ensured high, the air under the soil can be ventilated, the generation of mold due to moisture, the rotting of the rising cocoon material, and the invasion of white ants It is possible to provide a structure of the soil surrounding portion and its construction method capable of lowering the possibility.

It is a top view which shows typically the panel member which comprises the member for concrete floor formation concerning this invention. (A) is the left view of the panel member shown in FIG. 1, (b) is the right view, (c) is the sectional view on the AA line of the panel member shown in FIG. It is. (A) is a front view of the panel member shown in FIG. 1, (b) is the BB sectional drawing of the panel member shown in FIG. (A) is the enlarged plan view of the part shown by C in FIG. 1, (b) is the expanded horizontal sectional view, (c) is the DD sectional view taken on the line in drawing shown to (a). It is. (A) is a top view which shows typically the column base part for length adjustment, (b) is the front view, (c) is the bottom view. It is a longitudinal cross-sectional view of the columnar part for length adjustment shown in FIG.5 (b). (A) is a top view which shows typically the L-shaped edge material provided in a part of at least outer peripheral part of a panel member, (b) is the right view. (A) is a top view which shows typically the coffin parting provided in the lower surface of the coffin in the structure of a part between soil, (b) is the right view. It is sectional drawing which shows typically an example of the structure of the soil surrounding part which concerns on this invention. It is sectional drawing which shows typically another example of the structure of a surrounding part. (A) is a top view which shows typically an example of the drain plug, (b) is a longitudinal cross-sectional view which shows the use condition. (A), (b) is an expanded longitudinal cross-sectional view of the drain plug shown in FIG.11 (b). It is sectional drawing which shows the general construction method between the conventional entrance soils.

Hereinafter, embodiments of the present invention will be described with reference to the drawings.
Of course, the present invention is not limited to the following embodiments, and it is possible to make design changes as appropriate within a range that satisfies the configuration of the present invention.

The structure 300 (refer to FIG. 9) of the soil surrounding portion according to the present embodiment includes a concrete floor forming member 1 supported by a hollow column base on a solid foundation 103, and a base 112 for supporting the rising saddle member 111, The height-adjustable floor bundle 114 that supports the base 112 and an L-shaped cross-sectional view, the horizontal surface 116a is interposed between the floor bundle 114 and the base 112, and the vertical surface 116b is used for forming a concrete floor. An inter-soil weir plate 116 disposed opposite to the side surface of the member 1 so that the upper part of the vertical surface 116b protrudes above the upper surface of the concrete floor forming member 1, and the side surface of the concrete floor forming member 1 and the soil A plate-shaped L-shaped edge member 6 disposed so as to cover the boundary between the upper surface of the concrete floor forming member 1 and the vertical surface 116b of the soil barrier plate 116 at a portion facing the vertical surface 116b of the barrier plate 116. A predetermined thickness on the concrete pillar 3 that is embedded so as to embed the inside of the column base that supports the concrete floor forming member 1 and the concrete floor forming member 1 surrounded by the L-shaped edge member 60. And a concrete floor 2 placed so as to have.
Therefore, in the following, each member constituting the structure 300 of the soil surrounding portion will be described first.

A concrete floor forming member 1 (see FIG. 9) according to the present embodiment is composed of a panel member 10 (see FIGS. 1 to 4) and a length adjusting column base 50 (see FIGS. 5 and 6). The Therefore, hereinafter, the configuration of the panel member 10 will be described first.
The concrete floor forming member disclosed in the above-mentioned Japanese Patent Application Laid-Open No. 2007-224526 can be satisfactorily used. However, in the present invention, the concrete floor forming member can be arranged with higher accuracy. Is to be used.

FIG. 1 is a plan view schematically showing a panel member constituting a concrete floor forming member according to the present invention.
2 (a) is a left side view of the panel member shown in FIG. 1, FIG. 2 (b) is a right side view thereof, and FIG. 2 (c) is a view of the panel member shown in FIG. It is AA sectional view.

3A is a front view of the panel member shown in FIG. 1, and FIG. 3B is a cross-sectional view taken along line BB of the panel member shown in FIG.

As shown in FIG. 1, FIG. 2A and FIG. 2B, the panel member 10 is a plane having a shape in which a substantially rectangular plane 11a and a plane 11b are overlapped with each other in a state shifted in the vertical direction in plan view. Part 11, an outer wall 12 a provided so as to surround the outer peripheral upper part of the flat surface 11 a and an outer wall 12 b provided so as to surround an outer peripheral lower part of the flat surface 11 b, and a rib 14 (in the horizontal direction) connected to the outer wall 12 The horizontal ribs 14a formed and the vertical ribs 14b formed in the vertical direction) are arranged on the panel member 10 at substantially equal intervals, and are in contact with the ribs 14 and the six through holes 20 passing through the panel member 10 vertically. A drainage portion 30 having a plurality of drainage through holes 31 provided at a position is provided.

As shown in FIG. 1, four receiving portions 33 are provided on the upper side surface of the flat surface 11a so as to extend in the horizontal direction (vertical direction in FIG. 1) from the upper outer wall 12a. The receiving portion 33 has a hollow column shape with an open front side surface, and a guide 34 extending in the horizontal direction is provided inside.

Further, as shown in FIG. 3 (a), the lower surface of the plane 11b (the front surface in FIG. 3 (a)) is arranged horizontally from the lower outer wall 12b (the front side in FIG. 3 (a)). Four insertion portions 35 extending in the direction) are provided. The insertion portion 35 has a columnar shape, and a guide groove 36 is provided on the outer side surface.

The four insertion portions 35 correspond to the four receiving portions 33, respectively. When the plane 11a of another panel member 10 is overlapped on the plane 11b of one panel member 10 and is slid in the horizontal direction, 4 The two insertion portions 35 are inserted into the corresponding four receiving portions 33, and the two panel members 10 are connected. Since the insertion portion 35 and the receiving portion 33 are connected in the horizontal direction, it is possible to reduce the deviation in the height direction when the plurality of panel members 10 are connected.

As shown in FIGS. 1, 2A, 3A and 3B, the left side surface of the plane 11b has three male engaging portions 38 protruding from the left side surface. Guides 40 that are provided at equal intervals and extend in the vertical direction (the frontward direction in FIG. 1) are provided inside.

Moreover, as shown in FIG.2 (b) and FIG.3 (b), the female side engaging part 42 is provided in the right side surface of the plane 11b inside the right side surface at equal intervals. The outer wall 12b is provided with a guide groove 44 extending in the vertical direction (left and right direction in FIG. 2B). The three male-side engaging portions 38 correspond to the female-side engaging portions 42, respectively, and the other panel member 10 from the upper side with respect to the male-side engaging portion 38 of one panel member 10. The female-side engaging portion 42 can be engaged.

Further, as shown in FIG. 1, the panel member 10 includes water drain holes (drain holes) 15 composed of a large number of small holes.

The plane 11a and the plane 11b are overlapped (engaged) in a shifted state when the panel member 10 is connected in the vertical direction on another plane 11b of the one panel member 10. This is because the flat surface 11a of the member 10 can be overlapped. At this time, since the flat surface 11b exists below the joint portion, when concrete is formed on the panel member 10, it does not leak downward. .

That is, only one of the outer wall 12 a and the outer wall 12 b is erected on the outermost peripheral portion of the panel member 10, and the step portion 13 is formed on the outermost peripheral portion of the panel member 10. By superimposing the step parts 13, a large number of panel members can be combined. Therefore, the area of the panel part can be enlarged at the construction site, and a panel part with a large area corresponding to the shape of a wide concrete floor can be easily obtained. Can be formed.
The height of the outer wall 12 only needs to be strong enough to withstand the weight of the concrete placed on the panel portion. This height varies depending on the material and the shape of the panel portion, but is usually about 20 to 60 mm. Is desirable.

The horizontal ribs 14a and the vertical ribs 14b formed so as to be connected to the outer wall 12 are formed so as to intersect with each other. Therefore, the strength of the panel member 10 itself is high, and the adhesiveness with the concrete is excellent. The concrete floor 2 (see FIG. 9) has sufficient strength. Moreover, by dividing the plane 11a into which concrete is poured into a plurality of ribs 14, the load when the concrete is poured can be dispersed, and the thickness of the ribs 14 and the plane 11a can be reduced.
In the panel member 10 shown in FIG. 1, the horizontal ribs 14 a and the vertical ribs 14 b are formed in the horizontal direction and the vertical direction, but the rib forming direction is not limited to the above-described embodiment, and one or both of them. May be formed so as to be inclined.

The height of the rib 14 only needs to be strong enough to withstand the weight of the concrete placed on the panel member 10, and this height varies depending on the material, the panel shape, and the rib shape. About 60 mm is desirable.

The shape of the flat surface 11a and the flat surface 11b is not limited to the shape shown in FIG. 1, but in addition to a square, a rhombus, a circle, an ellipse, a triangle, in addition to a square, according to the size and shape of the floor to be installed. It can be set arbitrarily such as a hexagon.

The drain holes 15 are respectively provided in the respective lattice portions partitioned by the ribs 14, and can effectively discharge moisture contained in the concrete poured into the respective lattice portions.
The shape of the drain hole 15 is not limited to the shape shown in FIG. 1 and can be arbitrarily set to a circle, a rectangle, a square, a circle, a rhombus, an ellipse, a triangle, a hexagon, and the like.
In addition, the number of drain holes 15 provided in each lattice portion is not limited to one for each lattice portion, and a plurality of drain holes 15 may be provided.

As shown in FIGS. 1 and 3B, a hollow cylindrical fixed column base 21 extending downward from the upper surface of the panel member 10 is formed in the through hole 20. The fixed column base 21 is formed integrally with the panel member 10 and is fixed to the through hole 20. A screw groove 22 is formed in the inner wall of the lower portion of the fixed column base 21 and a length adjusting column base 50 (see FIGS. 5 and 6) can be screwed.

4 (a) is an enlarged plan view of a portion indicated by C in FIG. 1, FIG. 4 (b) is an enlarged horizontal sectional view thereof, and FIG. 4 (c) is shown in FIG. 4 (a). It is the DD sectional view taken on the line in drawing.

As shown in FIG. 4A to FIG. 4C, the drainage portion 30 has a rectangular drainage through hole 31 whose one side is a part of the rib 14 and the drainage through hole 31. The top plate 32 is formed so as to be perpendicular to the ribs 14.

In the drainage part 30, the top plate 32 exists just above it so that the through-hole 31 for drainage may be covered. Therefore, when the concrete floor 2 (see FIG. 10) is placed on the panel portion 10, water having a low viscosity passes through the drainage through-hole 31 more quickly than other components having a high viscosity. By this action, the moisture contained in the concrete floor 2 can be efficiently discharged under the panel.

In addition, since a part of the solidified concrete is solidified at the lower part of the top plate 32, when a movement to lift the solidified concrete is applied, the solidified concrete at the lower part of the top plate 32 is caught by the top plate 32. The concrete can be prevented from slipping.

The shape of the drainage through hole 31 is not limited to the shape shown in FIGS. 4A to 4C, and may be arbitrarily set to a square, a circle, a rhombus, an ellipse, a triangle, a hexagon, and the like in addition to a rectangle. Is possible.

Further, if the shape is such that the concrete does not flow out, the shape of the drainage through hole 31 and the shape of the top plate 32 need not be the same, for example, the shape of the drainage through hole 31 is rectangular, The shape of the top plate 32 may be an ellipse.

The distance between the drainage through hole 31 and the top plate 32 is desirably a minimum distance having sufficient drainage capacity, and specifically, about 2 mm to 10 mm is desirable.

The material of the panel member 10 is not particularly limited, and examples thereof include metal materials and resin materials. Although it does not specifically limit as a metal material, For example, stainless steel, cast iron, etc. can be mentioned. Ceramic may be used. The resin material is not particularly limited. For example, polypropylene, polyethylene, acrylonitrile / butadiene / styrene resin (ABS), polyvinyl chloride, nylon and other synthetic resins, natural rubber (NR), and styrene / butadiene rubber. Examples thereof include rubber materials such as (SBR) and chloroprene rubber (CR). These materials may be used alone or in combination of two or more. In addition to the above resin material, for example, a mixture of fillers such as calcium carbonate and glass fiber may be used.
Among these, a hard material is desirable because it needs to have a strength sufficient to withstand the weight of the concrete placed on the panel.

When resin is used as the material of the panel member 10, the panel member 10 having the shape shown in FIGS. 1 to 4 can be easily formed by injection molding. Moreover, since it can cut | disconnect to arbitrary dimensions in a construction site, the dimension change and shape change of the whole panel part can be easily performed according to a site. Therefore, the panel member 10 is preferably made of a resin as a main component.

The thickness of the material constituting each part of the panel member 10 is desirably a thickness that can sufficiently withstand the weight of the concrete placed on the panel, and this thickness depends on the material and the shape of the panel portion. Usually, about 1 to 5 mm is desirable.

Next, the length adjusting column base 50 will be described.

FIG. 5A is a plan view schematically showing a length adjusting column base, FIG. 5B is a front view thereof, and FIG. 5C is a bottom view thereof.
FIG. 6 is a longitudinal sectional view of the length adjusting column base shown in FIG.
As shown in FIGS. 5A to 5C, the length adjusting column base 50 has a hollow cylindrical shape, and a screw groove 52 is provided on the outer peripheral surface. The screw groove 52 corresponds to the screw groove 22 formed on the inner wall of the fixed column base 21, and the length adjusting column base 50 is engaged by rotating the screw groove 52 in mesh with the screw groove 22. Can be screwed onto the fixed column base 21. Since the length adjusting column base 50 is screwed to the fixed column base 21, the entire length of the column base 59 (see FIG. 9) can be finely adjusted according to the amount of rotation.

As shown in FIG. 6, four support columns 54 extending in the height direction from the upper surface to the middle are formed on the inner wall of the length adjusting column base 50. Strength is made strong.

A plurality of U-shaped cutouts 56 are provided on the lower side of the length adjusting column base 50, and an overturn prevention portion 58 protruding outward is provided between the cutouts 56. . The notch 56 can discharge moisture contained in the ready-mixed concrete poured into the column base. The width can be arbitrarily set, but is preferably about 6 to 18 mm.

The material for the length adjusting column base 50 is not particularly limited, and examples thereof include a metal material and a resin material. Although it does not specifically limit as a metal material, For example, stainless steel, cast iron, etc. can be mentioned. Ceramic may be used. The resin material is not particularly limited. For example, polypropylene, polyethylene, acrylonitrile / butadiene / styrene resin (ABS), polyvinyl chloride, nylon and other synthetic resins, natural rubber (NR), and styrene / butadiene rubber. Examples thereof include rubber materials such as (SBR) and chloroprene rubber (CR). These materials may be used alone or in combination of two or more. In addition to the above resin material, for example, a mixture of fillers such as calcium carbonate and glass fiber may be used.
Among these, a hard material is desirable because it needs to have a strength that can sufficiently withstand the weight of the concrete placed on the panel portion.

When resin is used as the material for the length adjusting column base 50, the length adjusting column base 50 having the shape shown in FIGS. 5 and 6 can be easily formed by injection molding.

Fig.7 (a) is a top view which shows typically the L-shaped edge material provided in a part of at least outer peripheral part of a panel member, FIG.7 (b) is the right view.

The L-shaped edge member 60 is composed of two strip-like plate-like bodies 61a and 61b, and the plate-like body 61a and the plate-like body 61b are vertically coupled so that their long sides are in contact with each other. Yes.

As will be described in detail later, the L-shaped edge member 60 has a rising base 104 (see FIG. 5) in which the plate-like body 61a is disposed on the panel portion 10 and the other plate-like body 61b is in contact with the panel portion 10. 8) and the like. Thereby, even if a clearance gap arises between the surrounding walls when the panel member is placed, it is possible to prevent the concrete from flowing out.

The material of the L-shaped rim material of the present invention is not particularly limited, and examples thereof include metal materials and resin materials. Although it does not specifically limit as a metal material, For example, stainless steel, cast iron, etc. can be mentioned. Ceramic may be used. The resin material is not particularly limited. For example, polypropylene, polyethylene, acrylonitrile / butadiene / styrene resin (ABS), polyvinyl chloride, nylon and other synthetic resins, natural rubber (NR), and styrene / butadiene rubber. Examples thereof include rubber materials such as (SBR) and chloroprene rubber (CR). These materials may be used alone or in combination of two or more. In addition to the above resin material, for example, a mixture of fillers such as calcium carbonate and glass fiber may be used.
Among these, even if the surrounding wall is uneven, it is possible to follow it, so that a soft material is desirable.

When a resin is used as the material of the L-shaped edge material of the present invention, the L-shaped edge material can be easily formed by injection molding. Moreover, since it can cut | disconnect in arbitrary dimensions at a construction site, the height and width | variety of an L-shaped edge material can be changed easily. Therefore, it is desirable that the L-shaped edge material of the present invention is composed mainly of a resin.

The length of each side of the L-shaped rim material is not particularly limited, but it is desirable that the length be equal to or higher than the height of the concrete floor to be placed. This is to prevent the concrete from overflowing from the L-shaped edge material and entering between the soil barrier plates.

The thickness of each side of the L-shaped edge material depends on the material and shape, but is not particularly limited as long as it has enough strength to withstand the weight of the ready-mixed concrete poured on the panel portion. This thickness varies depending on the material and shape of the L-shaped rim material, but is generally preferably about 0.5 to 5 mm.

Fig.8 (a) is a top view which shows typically the armpit parting provided in the lower surface of the cage | basket in the structure around a soil, and FIG.8 (b) is the right view.

The armpit parting 126 is composed of two belt-like plate-like bodies 126a and 126b, and the plate-like body 126a and the plate-like body 126b are vertically coupled so that their long sides are in contact with each other.

As will be described in detail later, the dredging deadline 126 is disposed on the lower surface of the rising dredge material 111, and the air flow between the upper surface of the soil 120 (see FIG. 9) and the lower space 121 (see FIG. 9) between the soils. Shut off. Thereby, it can prevent that the airflow containing moisture flows into the soil 120 upper surface, and can reduce that condensation and mold | fungi generate | occur | produce.

The material for the undercut of the present invention is not particularly limited, and examples thereof include a metal material and a resin material, but a material whose main component is a resin material is desirable. This is because the height and width of the armpit parting can be easily changed because it can be cut to any size at the construction site. The resin material is not particularly limited. For example, polypropylene, polyethylene, acrylonitrile / butadiene / styrene resin (ABS), polyvinyl chloride, nylon and other synthetic resins, natural rubber (NR), and styrene / butadiene rubber. Examples thereof include rubber materials such as (SBR) and chloroprene rubber (CR). These materials may be used alone or in combination of two or more. In addition to the above resin material, for example, a mixture of fillers such as calcium carbonate and glass fiber may be used.
Among these, even if the surrounding wall is uneven, it is possible to follow it, so that a soft material is desirable. When a resin is used as the material for the undercutting, the undercutting can be easily formed by injection molding.

Next, the structure of the surrounding area such as the entrance and the construction method thereof will be described using these members.
In the present invention, the method for forming the structure around the soil is not particularly limited, but it is desirable to adopt the following method.

FIG. 9 is a cross-sectional view schematically showing an example of the structure of the earthing portion according to the present invention.
The foundation used here is a so-called solid foundation.

When building a solid foundation, after digging down the outer shell and inner shell of the part where the building is to be built to a predetermined width, flatten it, and then apply the cracked stone 101 to the whole part including the part where the building is built and its outer edge. Large stones are laid, and gravel called crushed stone is laid between cracked stones 101.
Next, a concrete called a discarded concrete 102 is placed on the cracked stone 101. The abandoned concrete 102 refers to the underlying concrete that corresponds to the bottom of the foundation. The discarded concrete 102 is made as flat as possible. On the discarded concrete 102, a reinforcing bar (not shown) substantially parallel to the discarded concrete 102 and a reinforcing bar (not shown) perpendicular to the discarded concrete 102 are provided.

Furthermore, after forming concrete 103 (hereinafter referred to as a solid foundation) including a reinforcing bar thereon, a rising portion 104 (hereinafter referred to as a rising foundation) formed on the solid foundation 103 is not illustrated. A formwork is erected and fixed to the solid foundation 103.

After this, raw material concrete (hereinafter referred to as ready-mixed concrete) is poured into a mold and left to solidify for several days, thereby forming the rising foundation 104. Thereafter, the mold is removed, and mortar (not shown) is applied to the outer surface of the rising foundation 104 exposed to the outside, so that makeup is applied to the outer surface of the foundation portion, and the foundation portion construction process is completed.
The above is the basic placing process.

The solid foundation 103 may be provided with a drain plug 500 for discharging into the ground when water accumulates on the upper surface. The drain plug 500 will be described later with reference to the drawings. Although FIG. 9 shows a case where the drain plug 500 is provided, the drain plug may not be provided in the present invention. Since the water drain plug 500 is provided, when water accumulates in the lower space between the soil, it can be discharged downward, and it becomes easy to keep the lower space between the soil in a dry state.
A water-stop sheet 115 having a horizontally long rectangle when viewed from the front and an L-shape when viewed from the side is attached to a boundary portion between the solid foundation 103 and the rising foundation 104. The material of the water-stop sheet is not particularly limited as long as the amount of water (moisture) permeation is extremely small. For example, polyvinyl chloride (PVC), various polyolefin-based synthetic resins, and the like can be used. In particular, a soft material is desirable in the present invention. Moreover, in this invention, it is desirable that the water stop material is a soft plate-like body injection-molded into an L shape. Since the waterproof sheet 115 is affixed, even if a gap is generated at the boundary between the solid foundation 103 and the rising foundation 104, it is possible to remarkably prevent water from entering the lower space 121 between the soil from this gap. . Moreover, even if a gap is generated at the boundary between the solid foundation 103 and the rising foundation 104, it is possible to prevent white ant prevention from entering the space below the soil from the gap.

Next, a soil dam plate installation step is performed.
In this process, floor bundles 114 that can be adjusted in height are arranged at predetermined intervals at a location that becomes the boundary between the soil 120 and the floor 122, and the soil dam plate 116 is placed thereon. The soil barrier plate 116 is L-shaped in cross section having a horizontal surface 116 a and a vertical surface 116 b extending downward, and is placed so that the horizontal surface 116 a is positioned on the floor bundle 114. At this time, the height of the floor bundle 114 is adjusted so that the upper surface of the rising foundation 104 and the upper surface of the soil barrier plate 116 have the same height. As the floor bundle 114 capable of adjusting the height, a conventionally known one can be adopted, and examples thereof include a floor bundle described in Japanese Patent No. 3394644. Note that when the concrete floor forming member 1 is installed in the soil 120, the interstitial barrier plate 116 has a vertical surface 116b facing the side surface of the panel member 10 of the concrete floor forming member 1, and an upper portion of the vertical surface 116b is a panel. What protrudes above the upper surface of the member 10 is employ | adopted. The dirt barrier plate 116 prevents air under the floor inside the building from entering the dirt.

Next, a basic packing placement process is performed.
In this process, the shield-type foundation packing 118 is laid without any gaps on the entire circumference of the foundation 120 (around the entrance). Specifically, the foundation packing 118 is laid on the upper surface of the rising foundation 104 constituting the outer periphery of the soil 120 and the upper surface of the soil dam plate 116. The shielding-type basic packing refers to a basic packing in which a through hole for ventilation is not formed on the side surface, and a conventionally known one can be adopted. Examples of the shielding-type basic packing include those disclosed in JP-A-2005-290906. The foundation packing 118 prevents air under the floor inside the building from entering the soil.

Next, a base mounting process is performed.
In this step, the base 112 is placed on the upper surface of the foundation packing 118.

Next, a concrete floor forming member installation step is performed.
In this step, the concrete floor forming member 1 is formed by combining the plurality of panel members 10 (see FIGS. 1 to 4) and the length adjusting column base 50 (see FIGS. 5 and 6), and the soil 120. Install so as to cover the entire surface. At this time, the engaging portion 38 (see FIG. 2A) of one concrete floor forming member 1 and the engaging portion 42 (see FIG. 2B) of another concrete floor forming member 1 are engaged. Install while connecting horizontally. Further, the receiving portion 33 (see FIG. 1) of one concrete floor forming member 1 and the insertion portion 35 (see FIG. 3 (a)) of another concrete floor forming member 1 are connected in the vertical direction. While installing. Further, at this time, the length adjusting column base 50 is rotated as necessary to adjust the upper surfaces of the plurality of concrete floor forming members 1 to be flush with each other.

When connecting a plurality of members for forming a concrete floor, the order of the connection in the horizontal direction and the connection in the vertical direction is not particularly limited, but it is desirable to connect in the horizontal direction first and then connect in the vertical direction. This is because if the connection is made in the horizontal direction first, then the connection in the vertical direction can be made by shifting the concrete floor forming member in the horizontal direction without lifting it. When the concrete floor forming member 1 is installed, the vertical surface 116 b of the soil barrier plate 116 faces the side surface of the panel member 10 of the concrete floor forming member 1, and the upper portion of the vertical surface 116 b is higher than the upper surface of the panel member 10. Will also protrude upwards.

Next, an edge material placing process is performed.
In this step, the L-shaped edge member 60 is attached so as to cover the boundary between the upper surface of the panel member 10 and the vertical surface 116b of the soil barrier plate 116 or the rising foundation 104. By attaching the L-shaped edge member 60, it is possible to eliminate a gap between the concrete floor forming member 1 and the soil barrier plate 116, and to prevent white ants from entering.

The number of L-shaped edge members 60 and the length of the installation portion can be adjusted as necessary, but it is desirable to provide the L-shaped edge member 60 so as to surround the entire outer periphery. This is because even if a gap is generated between the concrete floor forming member and the surrounding wall, it is possible to prevent the concrete from flowing out. To attach the L-shaped edge material so that it covers the surrounding members such as the soil dam plate and the rising foundation, a double-sided tape is attached to the part where the L-shaped edge material is adhered, or it is bonded using an adhesive. The method to do can be adopted.

Next, a concrete placing process is performed.
That is, ready-mixed concrete is poured into the panel member 10 of the concrete floor forming member 1 and the column base portion 59. At this time, a necessary amount of ready-mixed concrete is poured so that the concrete floor 2 after solidification has a thickness of about 30 to 100 mm. In addition, the concrete pillar 3 is formed in the column base part 59. Since a void portion is formed below the panel member 10, the amount of concrete used can be reduced as compared with a conventional general construction method. Since the void portion is formed below the concrete floor forming member 1, the space below the soil can be kept in a dry state, and corrosion of each member due to moisture and growth of mold can be suppressed.

After the concrete has solidified, the rivet installation process is performed.
In this step, the saddle material 111 is attached to the side surface of the base 112. Thereafter, the floor material 124 is attached to the floor 122 portion.

Next, the armpit parting attachment process is performed.
In this step, by attaching a surface 126 a of the underarm closing 126 to the lower surface of the rising underlay 111, the undercover 126 is attached to the undercover 111. Thereafter, the tile base mortar 127 is hit, and the tile 128 is laid thereon. A space 111 a can be formed under the raised saddle 111 because the underlay 126 is attached to the lower surface of the raised saddle 111.
Since the space 111a is formed, it is possible to prevent the moisture of the concrete from spreading and to prevent the raised brazing material 111 from being wet and to be hardly corroded.

The concrete floor 2 may be provided with a drain outlet for discharging to the outside when water accumulates on the upper surface.
FIG. 10 is a cross-sectional view schematically showing another example of the structure of the soil surrounding portion.
As shown in FIG. 10, the concrete floor 2 is provided with a drain port 130. When providing the drainage port 130, before pouring ready concrete, the drainage port 130 is previously installed in the said location, and pouring concrete is poured after that. Since the drainage port 130 is provided, even if water accumulates on the surface of the concrete floor 2 (soil floor), it can be discharged to the outside, and the concrete can be prevented from becoming wet. As a result, it is possible to make the rising saddle member 111 more difficult to corrode.

Through the above steps, the structure 300 around the soil is formed.

According to the structure 300 around the soil, the soil dam plate 116 having an L-shaped cross-sectional view having a horizontal surface 116 a and a vertical surface 116 b extending downward is disposed on the floor bundle 114, and the soil dam plate 116. The vertical surface 116b is opposed to the side surface of the concrete floor forming member 1, and the upper portion of the vertical surface 116b is disposed so as to protrude above the upper surface of the concrete floor forming member 1. Therefore, it is possible to prevent the air under the floor from passing through the upper surface of the concrete floor 2 formed on the concrete floor forming member 1 and entering the living part (entrance).
Further, the vertical surface 116 b of the soil barrier plate 116 is opposed to the side surface of the concrete floor forming member 1, and the upper portion of the vertical surface 116 b is disposed so as to protrude above the upper surface of the concrete floor forming member 1. Therefore, the possibility that white ants enter the gap between the concrete floor forming member 1 and the concrete floor 2 formed on the upper surface thereof can be significantly reduced.

Fig.11 (a) is a top view which shows typically an example of the drain plug, FIG.11 (b) is a longitudinal cross-sectional view which shows the use condition.

The drain plug 500 includes a frame member 520, a sealing member 530 placed inside the frame member 520, a drain sheet 540 sandwiched between the frame member 520 and the sealing member 530, and the sealing member 530 on the upper side. And a wire mesh 560 sandwiched between the sealing member 530 and the fixing member 550. The frame member 520, the sealing member 530, and the fixing member 550 are made of resin, but in the present invention, the materials of the frame member, the sealing member, and the fixing member are not particularly limited. It may be made of resin or metal.

A water flow down hole 522 is provided below the frame member 520. On the lower side of the sealing member 530, a water flow lowering hole 532 is provided.

The water draining sheet 540 is a sheet made of PET (polyethylene terephthalate) and having a circular shape with a thickness of about 100 μm, and a semicircular hole is provided in the center side portion. The draining sheet 540 may be any material that can be elastically deformed, and the material thereof is not particularly limited as long as the material bends to some extent, and may be a resin as in the first embodiment. Moreover, a metal may be sufficient. Further, the thickness of the sheet is not particularly limited, and may be appropriately set so as to bend to some extent according to the material to be selected.

The fixing member 550 has a cap shape with four circular drain holes provided in plan view, and the surface thereof is curved so as to be recessed downward toward the center. In the drain hole, a net portion for preventing inflow of foreign matter is integrally formed so that a relatively large stone or the like cannot flow into the drain plug 500. A cross-shaped rib is provided on the upper surface of the fixing member 550 in plan view, and the strength of the fixing member 550 is enhanced. This rib also has the role of a handle that is gripped during attachment and detachment.

A spiral convex portion is provided on the outer surface of the fixing member 550 and can be screwed with the convex portion of the frame member 520.

Next, the function of the drain plug 500 will be described.
12 (a) and 12 (b) are enlarged longitudinal sectional views of the drain plug shown in FIG. 11 (b).
When water accumulates on the foundation (solid foundation 103), the water enters the drain plug 500. Hereinafter, the water that has entered is referred to as water W. At this time, when a foreign substance such as a stone having a large diameter enters with the water W, the foreign substance is blocked by the mesh portion 552 of the fixing member 550.

When the water W further flows down, the water W accumulates on the water draining sheet 540 sandwiched between the frame member 520 and the sealing member 530. If it does so, the boundary surface part F with the water W in the water draining sheet 540 will be pushed down by the weight of the water W, and the water draining sheet 540 will bend downward.

The water W passes through the space S generated by the deflection of the draining sheet 540 and flows downward from the hole 541 provided in the draining sheet 540 (see FIG. 12B). Thereafter, when there is no water on the boundary surface portion F and no downward pressing force is applied, the drainage sheet 540 returns to its original state due to its elastic force and is closed again.

As described above, in the drain plug 500, the valve is formed by the frame member 520, the sealing member 530, and the water draining sheet 540 sandwiched between the frame member 520 and the sealing member 530.

According to the drain plug 500, when the water W accumulated on the upper surface of the foundation flows in, the drain sheet 60 bends to cause the water W to flow down to the bottom, and efficiently drain the water accumulated on the foundation. Can do.

In addition, when the water is not flowing down, the valve is closed, so that there is a possibility that white ants may enter the inside of the building from the drain plug 500 after the construction of the building is completed. Can be very low.

Next, the construction method of the drain plug 500 will be described with reference to FIG.
When the drain plug 500 is employed in the structure 300 around the soil, the following steps may be further added to the already-described basic placing step.

First, after digging down the whole site | part which should build a building to predetermined depth, it makes it flat, spreads a large stone 101 (breaking stone 101) on it, and spreads gravel (also called crushed stone) between the breaking stones 101.

Next, the waterproof sheet 601 is laid on the entire cracked stone 101, and the cylindrical body 580 is placed on the place where the drain plug 500 is to be placed. At this time, the adhesive tape 602 is affixed to the fall prevention portion 581 of the cylindrical body 580 so that no gap is formed between the waterproof sheet 601.

Next, the discarded concrete 102 is placed on the split stone 101 so as to be as flat as possible. The abandoned concrete 102 refers to the underlying concrete that corresponds to the bottom of the foundation. At this time, a cut 604 is made in the waterproof sheet 601 in the tubular body 580 so that the water flowing down inside the tubular body 580 is absorbed into the ground.

Next, a reinforcing bar (not shown) is arranged on the discarded concrete 102 via a spacer block, and a solid foundation 103 is placed. At this time, the solid foundation 103 is driven so that the upper surface of the solid foundation 103 and the upper surface of the cylindrical body 580 are flush with each other.

As mentioned above, although the structure of the soil surrounding part and its construction method according to the present invention have been described, the structure of the soil surrounding part and the construction method thereof according to the present invention are not limited to the above-described examples, and the configuration of the present invention. It is possible to make design changes as appropriate within the range to be satisfied.

DESCRIPTION OF SYMBOLS 1 Concrete floor formation member 2 Concrete floor 3 Concrete pillar 10 Panel member 20 Through-hole 21 Fixed pillar leg part 22 Screw groove 33 Receiving part 34 Guide 36 Guide groove 38 Male side engaging part 40 Guide 42 Female side engaging part 44 Guide groove 50 Length adjusting column base 52 Screw groove 59 Column base 60 L-shaped edge material 101 Cracked stone 102 Discrete concrete 103 Solid foundation 104 Standing foundation 111 Lifting saddle 111a (under the rising saddle) Space 112 Base 114 Floor bundle 115 Water stop sheet 116 Damp weir 116a Horizontal surface 116b Vertical surface 118 Foundation packing 120 Drum 121 Lower space 122 Floor 124 Floor material 126 Underlaying floor 127 Tile foundation mortar 128 Tile 130 Drain outlet 300 Structure around the soil 500 Drainage plug

Claims (5)

The structure of the building's dirt floor,
A concrete floor forming member having a panel portion supported on a solid foundation by a hollow column base and having an opening communicating with the column base;
A foundation that supports the raised lumber,
A height-adjustable floor bundle that supports the foundation;
A plate-like edge member disposed so as to surround the upper surface of the concrete floor forming member;
A concrete column placed so as to embed the inside of the column base supporting the concrete floor forming member;
A concrete floor placed to have a predetermined thickness on the concrete floor forming member surrounded by the edge material ;
A horizontal plane and a vertical plane located below the horizontal plane, the horizontal plane is interposed between the floor bundle and the foundation, and the vertical plane faces a side surface of the concrete floor forming member. A soil barrier plate disposed so that an upper part of the vertical surface protrudes above an upper surface of the concrete floor forming member,
The edge member covers the boundary between the upper surface of the concrete floor forming member and the vertical surface of the soil dam plate at a facing portion between the side surface of the concrete floor forming member and the vertical surface of the soil dam plate. The structure of the earthing part characterized by being arranged in. Structure of dirt floor around part of claim 1, characterized in that the space is formed between the Agarikamachi material and earthen floor surface on which the concrete floor is pouring. Wherein the earthen floor, the structure of the earth floor around part of claim 1 or 2, characterized in that the drainage outlet is provided for discharging the water on the earth floor floor downwards. The structure of the soil surrounding part according to any one of claims 1 to 3 , wherein the solid foundation is provided with a water drain plug for discharging water downward. A foundation placing process for placing a solid foundation horizontal on the ground surface and a rising foundation on the solid foundation;
A base placement step in which a height-adjustable floor bundle is placed at a location that becomes a boundary between the soil and the floor, where the rising foundation is not provided, and a base is placed on the top.
For forming a concrete floor on which a concrete floor forming member having a panel portion formed with an opening communicating with the column base is formed on the solid foundation and at a location between the soils by a hollow column base. Component installation process,
Edge material placement step of arranging a plate-like edge material so as to surround the upper surface of the concrete floor forming member,
A concrete placing step of placing a concrete column inside the column base, and placing a concrete floor on the concrete floor forming member within a range not exceeding the height of the edge member, and
Look including a stile attaching step of attaching a Agarikamachi material on a side surface of the base,
In the foundation placing step, the earth dam plate having a horizontal plane and a vertical plane located below the horizontal plane is placed with the vertical plane facing the gap side, and the foundation is placed on the top of the floor bundle via the horizontal plane. As well as
In the rim material placing step, the rim material is disposed so as to cover a boundary between the upper surface of the concrete floor forming member and the vertical surface of the soil dam plate or the rising foundation. The construction method of the earthen part.

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