JP2001107497A - Finish setting type building wall and its execution method - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide both a finish setting type building wall high in verticality and superior in resistance to earthquakes in which the vertical joints and required horizontal joints of finish set parallel panel groups are rigidly joined and its execution method. SOLUTION: In this building wall γ, at the time of piling up each level with the vertically, horizontally, and continuously fitting, piling-up, and finish setting of a pair of front and rear panels 2' and 3' and opposing parallel panels 1" into multi-levels with an open reserving space L for filling at a predetermined interval, a reserve timbering assembly member 8 is assembled by connecting opposing front and rear vertical joint couplings 4 and 5 each mounted in such a way as to extend over the inside of the vertical joint A1 of both vertically adjacent parallel panels 1" by upper and lower separators 6 and 7. Paralleling the construction of a flat wall part of a required wall height and area through the use of a group of the reserving timbering assembly members 8, in the final work, wall concrete is filled and placed at once in the reserve space L for filling in which vertical and horizontal reinforcing bars F1 and F2 are arranged.

Description

DETAILED DESCRIPTION OF THE INVENTION

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to cultivation houses such as houses, offices, low-rise buildings, various sheds, storage walls and other building walls, kennels, livestock pens, animal housing walls such as breeding sheds, plastic houses, greenhouses and the like. The present invention relates to an assembled wall used for an external wall such as a wall or a fence, a vertical retaining wall, and the like, and a method of constructing the same.

[0002]

2. Description of the Related Art Conventionally, when constructing this type of construction wall,
If necessary, together with the hardening of the foundation concrete,
At the site or separately in a factory or the like, a filling space for filling a foamed plastic panel is opened and two sheets are opposed to each other, and both ends of a plastic restraining connection member are fitted into an inner groove to form a parallel panel block.

[0003] A fitting concave pattern formed on the entire upper end face corresponding to the fitting convex pattern formed on the entire lower end face of the parallel panel block carried into the site, and a fitting ridge extending over the entire left end face. Are inserted into the fitting recesses extending over the entire length of the right end face, and are stacked vertically and horizontally in a required number of stages to form a desired wall height and a construction wall, and then reinforced in the filling space for filling. Reinforcing bars were arranged, and wall concrete was filled at once and cast to measure solidification.

[0004]

The concrete method using the parallel panel block has a much shorter construction period than the conventional wall frame concrete method, and does not require the skill of a site worker. It is economical at a low price and has begun to spread rapidly in recent years.

However, since the vertical and horizontal joints between the parallel panel blocks to be stacked are merely joined by the fitting of unevenness, the wall height and the wall surface are high. However, seams are easily detached, filling with concrete is difficult, and the finished form of the wall is deteriorated.

In addition, when the foundation concrete is cast, the date when the wall concrete is filled and placed in the filling space of the parallel panel blocks stacked in multiple stages thereon is different from the foundation concrete placement date. However, the joint between the foundation concrete and the base end of the wall concrete is not sufficiently joined, resulting in instability and incompleteness, resulting in poor earthquake resistance as a structural weak point.

[0007] In addition, since it is concrete construction, once it is constructed, it cannot be disassembled and moved, and it is not suitable for a simple assembly and disassembly house because it is limited to permanent installation.

[0008] Further, since the retaining portion of the separator and the connecting portion to be fitted into the inner groove of the parallel panel block are integrally formed and integrated, it is not easy to adjust the wall thickness by the retaining width.
A large number of separators of different lengths must be provided, and in the filling space for filling, the work of arranging long and heavy reinforcing bars, especially in the horizontal direction, is very troublesome alone.

However, there has been a problem in the abutment masonry and strength of the parallel panel blocks at the corners of the wall or at the intersection of the T-shaped portions. Here, the main objects to be solved by the present invention are as follows.

[0010] A first object of the present invention is to provide an assembling wall having a high verticality in which longitudinal seams of an assembled parallel panel group are firmly connected, and a method of constructing the same.

A second object of the present invention is to provide an assembling wall having improved seismic resistance by simultaneously laying foundation concrete and wall concrete without any boundary seam, and a method of constructing the same. is there.

A third object of the present invention is to provide a built-up construction wall which can be assembled and disassembled by filling wall sand, wall gravel and wall soil into a filling space for filling up the assembled parallel panel group, and a construction method therefor. It is assumed that.

A fourth object of the present invention is to provide a built-up construction wall which can be applied to construction of an external wall or a vertical retaining wall, and a construction method thereof.

[0015] A fifth object of the present invention is to provide an assembled wall capable of freely setting the wall thickness and a method of constructing the assembled wall.

[0015] Other objects of the present invention are as follows:
In particular, it will be obvious from the description of each claim in the claims.

[0016]

According to the construction method of the present invention, in order to solve the above-mentioned problem, parallel filling panels which face a pair of front and rear panels vertically and horizontally are formed by opening a space for filling at a required interval. In assembling and constructing the wall by stacking in multiple stages, in the flat wall area, opposed vertical seam joint means respectively attached across the vertical seams of the vertically adjacent panels are connected and assembled by a separator means. Withholding means, and
In the corner wall region, straddling the vertical and horizontal joints of the parallel panels adjacent to the upper, lower, left, and right of the corner portion, a corner member formed by connecting the opposed outer and inner angle joint joint means respectively connected to each other by a separator means. And, in the T-shaped partition wall area, the outer and inner T-shaped joint means respectively attached to the vertical panel and the required horizontal seam adjacent to each other at the upper, lower, left and right sides of the T-shaped intersection part are separated by separator means. Using the T-shaped crossing means connected and formed in the above, each is piled up to a required wall height and area, and thereafter, the filling space is filled with any of wall concrete, wall sand, wall gravel, and wall soil. Take strategic approach.

In order to solve the above-mentioned problems, the construction wall of the present invention has a space for filling at a required interval, and a pair of front and rear panels facing each other are vertically and horizontally connected in a multi-tiered manner and assembled. A flat wall portion having a retaining assembly member group formed by connecting opposing vertical seam joints attached to each other across the vertical seam of the parallel panel vertically adjacent to each other with a separator, and a corner; A corner section having a corner assembly member group formed by connecting opposed inner and outer parallel angle vertical and horizontal joints respectively connected by a separator across the vertical and horizontal joints of the parallel panels adjacent to the upper, lower, left and right portions, and a T-shaped intersection External vertical seam joints and inner parallel angle vertical and horizontal seams that are installed correspondingly across the vertical seam and the required horizontal seam of the parallel panels adjacent to the top, bottom, left and right of the part A T-shaped partition wall having a group of T-shaped intersecting members formed by connecting hands with a separator, wherein the filling space is filled with reinforcing reinforcing bars and wall concrete filled and cast as necessary. Take characteristic measures of retaining or filling wall sand, wall gravel, wall soil.

More specifically, in solving the problem, the present invention employs each of the novel characteristic configuration techniques or means ranging from the superordinate concept to the subordinate concept to be enumerated below. To be achieved.

That is, the first feature of the construction method of the present invention is that a space for filling is provided at a predetermined interval, and a pair of front and rear panels face each other, and parallel panels are vertically and horizontally connected in a multi-stage manner to form a wall and to stack the walls. In assembling and assembling, the lowermost parallel panel was lifted and supported by the supporting means for the thickness of the foundation concrete, and was attached to the flat wall area so as to straddle the vertical joints between the parallel panels adjacent to each other vertically. Retaining support means which connects and connects the opposed vertical seam joint means to each other with a separator means, and correspondingly attaches to the corner wall area across the vertical and horizontal joints of the parallel panels adjacent to the upper, lower, left and right corner portions. Corner means formed by connecting the opposed outer and inner angle joint means to each other with a separator means,
In addition, in the T-shaped partition wall area, the outer and inner joint means, which are respectively attached to the vertical panels adjacent to the T-shaped crossing portion and vertically and horizontally adjacent to each other, are connected to each other by separator means. Using the T-shaped crossing means, respectively, the required wall height and area are laid, and then the wall concrete is filled and poured into the filling space, and at the same time, the supporting means is buried and the wall concrete is formed. Is to adopt the construction method of the built-up building wall construction method, in which the seamless foundation concrete is cast at once.

The second feature of the construction method of the present invention is that a space for filling is provided at a predetermined interval, and a pair of front and rear panels are opposed to each other in parallel in a vertical and horizontal manner in a multistage manner, and the walls are disassembled and removed. In assembling and constructing as much as possible, on the flat wall area, opposed vertical seam joint means which are attached to and extend from inside of the vertical seam of the parallel panels adjacent to each other vertically are connected and formed by separator means. And, in the corner wall area, corner means formed by connecting the outer and inner angle joint means mutually connected by the separator means so as to straddle the vertical and horizontal joints of the parallel panels adjacent to the upper, lower, left and right of the corner portion, and In the T-shaped partition wall area, the outer and inner joint means, which are attached to the vertical panel and the required horizontal seam adjacent to each other at the upper, lower, left, and right sides of the T-shaped intersection, are connected by the separator means. A T-cross section which forms, degradable in pairs stacked to height and area required using respectively, then,
Another object of the present invention is to adopt a construction of a building construction wall construction method in which wall sand, wall gravel and wall soil are filled in the filling space.

The third feature of the construction method of the present invention is that a wall is assembled by stacking parallel panels vertically and horizontally facing each other so that a pair of front and rear panels are opposed to each other by opening a space for filling at a predetermined interval. Hit, the lowermost parallel panel is lifted and supported by the supporting means for the thickness of the foundation concrete, or placed on the foundation as it is, and straddles the inside of the vertical seam between the rear panels of the parallel panels vertically adjacent to each other. The attached vertical joint joint means and the holding temporary fixing member attached to the front panel portion opposed to each other are assembled to the required wall height and area using the retaining means connected and assembled by the separator means, and thereafter, Filling and casting wall concrete in the filling waiting space, and if there is the support means, burying it as it is and casting foundation concrete at a stretch without seam with the wall concrete and hardening integrally, hardening , Assembled in the configuration adopted construction wall construction methods comprising removing the outer 挾保 Karitome member of the 挾保 temporarily fixed member.

A fourth feature of the construction method of the present invention is that the filling space in the first or third feature of the construction method of the present invention has reinforcing reinforcing bars arranged inside in parallel with the stacking of the parallel panels. It is in the adoption of the configuration of the stitched construction wall construction method.

A fifth feature of the construction method of the present invention is that the parallel panel in the first, second, third or fourth feature of the construction method of the present invention is such that the pair of front and rear panels facing each other are formed of foamed plastic. It is in the adoption of the construction method of the building wall construction method, which is either made of concrete or made of concrete.

A sixth feature of the construction method of the present invention is that the parallel panel in the first, second, third or fourth feature of the construction method of the present invention foams one of the pair of front and rear panels facing each other. 5. The method for constructing a built-up wall according to 1, 2, 3, or 4, wherein the method is made of plastic and the other is made of concrete.

A seventh feature of the construction method of the present invention is that the separator means in the first, second, third, fourth, fifth or sixth feature of the construction method of the present invention is such that the vertical joint means is provided. The present invention is to adopt a construction of a construction wall construction method in which the facing gaps between the outer and inner joint means and the outer and inner angle joint means can be selected freely.

An eighth feature of the construction method of the present invention is that the separator means in the first, second, third, fourth or fifth feature of the construction method of the present invention is such that: The present invention resides in the adoption of a construction method of a built-up building wall, which is an inseparable and integral body integrally formed with both outer and inner angle joint means.

A first feature of the present invention is that in a construction wall in which parallel filling panels which oppose a pair of front and rear panels facing each other in a vertical and horizontal manner in a multi-tiered manner are assembled by opening a filling space at a required interval. A base portion having a group of supporting leg members that lifts and supports the lowermost parallel panel by the thickness of the foundation cast concrete, and opposing vertical seam joints respectively attached to the vertical seams of the parallel panels adjacent to each other vertically. A flat wall portion having a group of retaining support members connected and assembled by a separator, and opposed inner and outer parallel angle vertical and horizontal joints which are respectively attached to the vertical and horizontal joints of the parallel panels adjacent to the upper, lower, left and right of the corner member. Having a corner assembly member group formed by connecting the two with a separator, and vertical joints and required horizontal joints between the parallel panels adjacent to the T-shaped intersection at the upper, lower, left and right sides And a T-shaped partition wall portion having a T-shaped cross-braided member group formed by connecting an outer parallel plate vertical joint and an inner parallel angle vertical and horizontal joint each other by a separator. The space holds a reinforcing bar group arranged and filled and poured wall concrete, and the foundation section fills and casts the wall concrete and simultaneously buries the group of support members and seamlessly connects with the wall concrete. It consists in adopting the structure of a built-up construction wall formed of basic concrete poured at once.

A second feature of the present invention is that a space for filling is provided at a required interval, and a pair of front and rear panels facing each other are assembled in a multi-tiered manner in a row so that they can be disassembled and removed. A flat wall portion having a retaining assembly member group in which a pair of mutually connected vertical seam joints which are attached to each other across the vertical seam of the parallel panel vertically adjacent to each other with a separator, and a corner member; A corner section having a corner assembly member group formed by connecting the outer and inner angle vertical and horizontal joints connected by a separator to the vertical and horizontal joints of the parallel panels adjacent to each other vertically and horizontally.
A T-shaped cross-connecting member formed by connecting the outer parallel vertical joint and the inner parallel angle vertical and horizontal joints that are attached across the vertical seam and the required horizontal seam of the parallel panels adjacent to the upper, lower, left and right sides of the character crossing part with a separator And a T-shaped partition wall portion having a group. The filling space has a construction of a built-up construction wall having wall sand, wall gravel, and wall soil.

A third feature of the present invention is that in a construction wall in which parallel filling panels facing each other and a pair of front and rear panels are continuously stacked vertically and horizontally in a multistage manner, a space for filling is provided at a required interval. Either it has a group of supporting members that lifts and supports the parallel panel by the thickness of the foundation cast concrete, or it is installed so as to straddle the base part of the exposed reinforced foundation concrete and the inside of the vertical joint between the rear panels of the parallel panel vertically adjacent to each other. A vertical joint and a retaining temporary fixing member attached to the front panel portion opposite to the front panel portion, and a wall having a retaining support member connected and assembled by a separator. In the case where the reinforcing member has a group of reinforcing reinforcing bars and a wall concrete filled and cast, and the base portion has the group of support members, the group of support members and the foundation are simultaneously filled with the wall concrete. By killing buried muscle in the configuration adopting the wall concrete joints made by forming at once Da設 the foundation concrete without the assembled building walls.

A fourth feature of the present invention is the first feature of the present invention.
Alternatively, the parallel panel according to the second aspect has a fitting concave pattern formed over the entire length of the lower end face, which extends along the entire length of the lower end face, and extends along the entire length of the left end face. A pair of front and rear panels, which are opposed to each other by extending a cross-section T ridge corresponding to the cross-section T ridge over the entire length of the right end face and cutting flat T-fitting grooves at predetermined upper and lower portions at equal intervals in the lateral direction of the inner surface. A joint fitting plate to be fitted over the respective flat T-grooves formed continuously over the inside of the vertical seam of the front and rear panels adjacent to each other vertically and a vertically separate T-shaped fitting fitting piece formed into a T-shape; At the upper and lower portions of the joint exposed plate extending across the inner exposed ends, two locking cylinders are provided in a row, and the hooking ends of the parallel bifurcated bent ends of each separator are attached to the locking cylinders of the vertical joints facing each other. The structure of the assembled building wall, which is constructed by interlocking with a group of retaining support members formed to be inserted and connected. In the adoption.

A fifth feature of the present invention is the third feature of the present invention.
The parallel panel according to the above feature, wherein a fitting concave pattern corresponding to the fitting convex pattern formed over the entire upper end face is formed over the entire lower end face, and a cross section T convex extending over the entire left end face. A T-shaped concave section extending along the entire length of the right end face,
A flat panel T-shaped groove is cut into predetermined upper and lower portions of the inner side surface at equal horizontal intervals, and each of the flat panel T-shaped grooves continuously formed so as to straddle the inside of a vertical joint between the rear panels adjacent vertically. A pair of locking cylinders are provided on the upper and lower portions of the exposed joint plate, which extends across the inner exposed ends of the vertically separated joint engagement pieces formed into a flat T-shape and the joint insertion plate to be inserted and inserted. A bolt protruding from the holding member penetrates through the front panel at a front panel portion facing the locking cylinder, and a holding temporary fixing member is screwed into the penetrating end and screwed into the holding member. A group of retaining support members that are formed by inserting and connecting the front hook ends of the parallel bifurcated bent ends of the respective separators to each of the opposing locking cylinders with the locking holes provided in the block fixed to the head of the bolt. It is in the adoption of the construction of the assembled building wall.

A sixth feature of the present invention is the separator according to the first, second, third, fourth or fifth feature of the present invention, wherein the separator is provided with rebar seats at equal intervals in the upper longitudinal direction and at the same time. While bifurcated bending both ends bent right downward,
The present invention is characterized in that the hook portion at the leading end where the split groove is provided has a smaller perimeter than the inner circumference of the locking cylinder and is larger than the inner circumference of the locking cylinder to provide a locking stepped wall.

A seventh feature of the present invention is that the leg assembly member according to the first, second, third, fourth, fifth or sixth feature of the present invention is threaded on a disc-shaped foot. A holding part for inserting and fixing a stopper ring to the support rod, and for inserting and supporting the joint fitting plate of the vertical joint on the entire length of the other end of the arm having a long cylindrical portion fixedly attached to the support rod on one end side. It consists in adopting the structure of a fixed building wall.

An eighth feature of the present invention is that the corner assembling member according to the first, second, fourth, sixth or seventh feature of the present invention is adjacent to the upper, lower, left, and right sides which are joined at right angles to a plane. A non-separable body in which the outer parallel angled vertical and horizontal seam joints and the inner parallel angled vertical and horizontal seam joints sandwiching each other across the vertical and horizontal seams of the parallel panels and from the front and back to the corners are integrally formed by a separator. It is in the adoption of the configuration of the building wall.

A ninth feature of the present invention is that the corner assembling member according to the first, second, fourth, sixth or seventh feature of the present invention is adjacent to the right, left, up, and down, which are assembled at right angles to a plane. Two parallel locking cylinders protrude at the corresponding portions of the outer parallel angle vertical and horizontal joints and the inner parallel angle vertical and horizontal joints that sandwich the vertical panel between the vertical and horizontal joints and sandwich the front and rear corners. In this case, the hooks at the ends of the parallel bifurcated bends of the separately prepared separator are inserted and connected to the corresponding engaging cylinders, respectively.

A tenth feature of the present invention is that the T-shaped cross member in the first, second, fourth, sixth, seventh, eighth, or ninth feature of the present invention has one face. And two parallel panels adjacent to each other vertically and horizontally adjacent to each other at right and left sides of the plane, straddling the vertical seam and the required horizontal seam, and extending from the front and rear to the outer flat wall and the inner corner, respectively. The present invention resides in the construction of a non-separable assembled building wall in which two outer parallel plate vertical joints and two inner parallel angle vertical and horizontal joints are integrally connected and configured by a separator group.

An eleventh feature of the present invention resides in that the T-shaped crossed member according to the first, second, fourth, sixth, seventh, eighth or ninth feature of the present invention has one face. And two parallel panels adjacent to each other vertically and horizontally adjacent to each other at right and left sides of the plane, straddling the vertical seam and the required horizontal seam, and extending from the front and rear to the outer flat wall and the inner corner, respectively. Two external parallel plate vertical joints and two internal parallel vertical and horizontal seam joints are provided with a double locking cylinder protruding at the corresponding positions, and separate bifurcated bent ends of the separator are separately hooked. Is provided in the configuration of an assembled construction wall which is configured to be separably inserted and connected to the corresponding locking cylinders facing each other.

A twelfth feature of the present invention is the first, second, third, fourth, fifth, sixth, seventh, eighth, ninth, tenth, or eleventh feature of the present invention. The above-mentioned front and rear panels adopt a construction wall structure in which dimensional concave lines are drawn on the outer surface in the vertical and horizontal directions.

[0039]

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings, with reference to an example of a construction wall and an example of a method of constructing the same.

(Example 1 of Construction Wall) FIG. 1 is an explanatory view of the structure of the base part of the present example of the construction wall, FIG. 2 is an explanatory view of a schematic structure of the same wall part, and FIGS. 3 (a), 3 (b) and 3 (c). They are an inside front view, a plan view, and a bottom view of the front and rear panels, respectively.

FIGS. 4A, 4B, 4C, 4D, and 4E
(F) and (g) are an oblique front view, a left side view, a plan view, a front view, a rear view, and an IV in the left side view, respectively.
5 (a), 5 (b), 5 (c), 5 (d), and 5 (e) are front and plan views of the separator, respectively. , A bottom view, a left side view, and a front view of a bifurcated bent end portion in an enlarged view of a circle portion as viewed from the arrow Ve.

FIGS. 6A, 6B, 6C, 6D, and 6E
(F) is an oblique front view, a plan view, a front view, a rear view, an enlarged sectional view taken along line VIe-VIe in the plan view, and an enlarged sectional view taken along line VIf-VIf in the plan view of the corner assembly member. , FIG.
(A), (b), (c), (d), (e), and (f) are an enlarged front perspective view, an enlarged plan view, an enlarged front view, an enlarged right side view, and a plan view of a T-shaped cross member. 8 (a), 8 (b), 8 (c) and 8 (d) are enlarged front perspective views of a flat front end T-bracket and enlarged. It is a top view of a left side view, an enlarged front view, and a left side view.

9 to 15 are enlarged plan views of the other corner assembly members, plan views of the outer parallel angle joints, left and right side views thereof, right and left side views thereof, and plan views of the inner parallel angle seam joints. Figure, the same left side view, the same right side view,
FIGS. 16 to 22 are enlarged plan views of other T-shaped crossed members, enlarged plan views of outer parallel plate joints, enlarged front views of the same, enlarged right side views of the same, and FIGS. It is an enlarged plan view of a parallel angle joint, an enlarged left side view, and an enlarged right side view.

1 and 2, α is the construction wall of the construction wall example 1; 1 is a pair of parallel panels facing the front panel 2 and the rear panel 3 with a filling space L opened; A pair of opposed vertical seam joints which are attached to the inside of the vertical seam A1 of the parallel panels 1, 1 vertically adjacent to each other, respectively, straddling half each;
Reference numeral 7 denotes an upper and lower separator connecting both ends of the vertical joints 4 and 5 between the upper and lower portions thereof. Reference numeral 8 denotes a retaining assembly member composed of the vertical joints 4 and 5 and the upper and lower separators 6 and 7. is there.

9 and 10 are a stand 11 and a bracket 12
13 is a corner assembly member in which an outer parallel angle vertical and horizontal joint 14 and an inner parallel angle vertical and horizontal joint 15 are integrally formed with a separator 16, and 17 is an outer straight plate vertical joint 18 and both inner parallels. Angled horizontal and horizontal joints 19, 19 are integrally connected with a separator 20 to form T
A cross-shaped member, A2 is a horizontal seam, B is ground, C is a foundation concrete surface, and L is a filling space for filling.

As shown in FIGS. 3 (a), 3 (b) and 3 (c), the front and rear panels 2 and 3 are made of expanded polystyrene, expanded polyurethane, expanded polyvinyl chloride, expanded polyolefin having heat insulation, sound insulation and airtightness. 2 is formed of a foamed plastic such as that of FIG.
a, 3a are formed continuously over the entire length of the lower end surface, and the cross-sectional T-shaped concave stripes 2d, 3 that match the substantially T-shaped ridges 2c, 3c extending over the entire length of the left end surface.
d is extended over the entire length of the right end face, and the flat T-fitting grooves 2e, 2f, 3e, 3f are cut vertically from the upper and lower end faces, respectively, with an intermediate portion between predetermined upper and lower sides at equal lateral intervals on the opposing inner surfaces. On the outer surface, a concave line E having the same dimension as that shown in FIG. 29 in one of the vertical direction and the horizontal direction or the combination direction is drawn.

As shown in FIGS. 4 (a) to 4 (g), the vertical joints 4, 5 are made of plastic such as polyethylene, polypropylene or the like, and are parallel-facing joint fitting plates 4a, 5a and joint exposing plates 4b, 5b. The upper and lower portions between the fittings 4c, 4d, 5
At c and 5d, the middle portions are integrally connected by partitioning rods 4e and 5e, respectively, and two engaging cylinders 4f, 4g, 5f and 5g are protruded from upper and lower portions of the joint exposure plates 4b and 5b, respectively.

Further, the joint fitting plates 4a, 5a and the joint exposing plate 4
b, 5b, V-grooves 4h, 4i, 5h, 5i
The joint fitting pieces 4c, 4d, 5c, 5d are flat T-shaped bodies to be inserted into the fitting fitting pieces 4c, 4d, 5c, 5d and the T fitting grooves 2e, 2f, 3e, 3f of the front and rear panels 2, 3. The upper and lower halves of the vertical joints 4 and 5 are integrally formed so as to be freely inserted.

As shown in FIGS. 5 (a) to 5 (e), the separators 6, 7 are made of plastic such as polypropylene and provided with reinforcing bar receiving seats 6a, 7a at equal intervals on the upper side and parallel bifurcated bent ends 6b, 6c. , 6d, 6e, 7b, 7
c, 7d and 7e are bent downward at right angles, while the split grooves 6
hooks 6g, 6h, 6i, 6j,
7g, 7h, 7i, 7j are connected to the locking cylinders 4f, 4g, 5f, 5
locking step 6k whose outer circumference is slightly larger than the inner circumference of each hole of g,
6l, 6m, 6n, 7k, 7l, 7m, 7n are provided.

As shown in FIG. 1, the stand 11 has a metal support rod 11c having a base end screwed into a metal screw tube 11b embedded in the center of a plastic disk-shaped foot portion 11a so as to be adjustable in length. The stopper ring 11d is inserted and fixed.

As shown in FIGS. 8A to 8D, the bracket 12 is made of metal and has a
The lower portions of the joint fitting plates 4a and 5a of the vertical joints 4 and 5 are inserted under and supported by the entire length of the free end of the arm 12b having the long cylindrical portion 12a into which the first support rod 11c is inserted.
d, 5c, holding part 1 having mouth groove 12c penetrating 5d
2d is formed.

As shown in FIGS. 6 (a) to 6 (f), the corner assembly member 13 is made of plastic such as polypropylene, and the outer parallel angled vertical and horizontal joints 14 are formed as shown in FIGS.
As shown in FIG. 6 (b), a gradually thicker cross-section
(F)), the two right-angle joint plates 14a and 14b are opposed to each other at an interval D where the front panel 2 is fitted, and a connecting rod 14c is formed.
It is integrally connected and molded.

The inner parallel angle vertical and horizontal joints 15 are
As shown in FIG. 6B, a gradually thicker cross-sectional shape (FIG.
(F), the two right-angle joint plates 15a and 15b are opposed to each other with an interval D where the rear panel 3 is fitted.
It is integrally connected and molded by c. In addition, the separator 16 and the connecting rods 14c and 15c may have a substantially flat diamond-shaped cross-sectional shape (see FIG. 6 (e)) and may have the same homogeneity with each other.

As shown in FIGS. 7 (a) to 7 (f), the T-shaped crossed member 17 is made of plastic such as polypropylene, and the outer parallel plate vertical joint 18 is provided at the center of the inside as shown in FIG. An interval D into which the front panel 2 is fitted with two flat contact plates 18a and 18b having a gradually thicker cross-sectional shape (see FIG. 7F).
Are opened and face each other, and are integrally connected and formed by a connecting rod 18c.

As shown in FIG. 7, each of the two inner parallel vertical and horizontal angle joints 19, 19 has a right-angle joint plate 19a, 1 having a gradually thicker cross-sectional shape (see FIG. 7F) at the center on the inner side.
9b are opposed to each other with an interval D into which the rear panel 3 fits,
The connecting rod 19c is integrally connected and formed. Further, the separator 20 and the connecting rods 18c, 19c may have a substantially flat diamond-shaped cross-sectional shape (see FIG. 7 (e)) and may have the same homogeneity with each other.

As shown in FIGS. 9 to 15, another corner assembly member 13 ′ is replaced with an externally angled vertical and horizontal angle in place of the integrally moldable separator 16 of the corner assembly member 13 shown in FIGS. 6 (a) to 6 (f). Two engaging cylinders 14d, 14 are provided at the opposing portions of the joint 14 and the inner parallel vertical and horizontal joints 15.
e, 15d, and 15e are protruded and parallel bifurcated bent ends 6b of separate separators 6, 7 shown in FIGS.
7e is inserted into the locking cylinders 14d to 15e to form a connection assembly.

As shown in FIGS. 16 to 22, another T-shaped cross-member 17 'is used instead of the integrally moldable separator 20 of the T-shaped cross-member 17 shown in FIGS. 7 (a) to 7 (f). Flat vertical seam joint plate 18 of external parallel plate vertical seam joint 18
a, 18b, about 1.5 times the length of the outer parallel plate vertical seam joint 18
a ', 18b' and two inner parallel vertical and horizontal joints 1
A pair of locking cylinders 18d, 18e,
19d and 19e are protruded and parallel bifurcated bent ends 6b to 7 of separate separators 6 and 7 shown in FIGS. 5 (a) to 5 (e).
e is inserted into the locking cylinders 18d to 19e to form a connection assembly.

Thus, the main construction wall α is formed by assembling the parallel panels 1 in which the filling space L at a required interval is defined.
Is a T-shape having a base portion having a group of supporting leg members 9 and 10, a flat wall portion having a group of 8 retaining members, a corner portion having a group of 13 corner-assembling members, and a T-shape having a group of 17 T-shaped crossing members. The filling space L includes reinforcing vertical and horizontal reinforcing bars F1 and F2 (see FIGS. 26 and 27) and wall concrete (not shown) filled and cast.

When filling the filling space L with wall sand, wall gravel, or wall soil, the base portion and the reinforcing vertical and horizontal reinforcing bars F are used.
The groups F1 and F2 are omitted.

Subsequently, in the corner wall area, a part of the upper end of the next lower front panel 2 is provided in the lower half of the outer parallel vertical and horizontal angle joint 14 and the lower end of the next upper front panel 2 is provided in the upper half. A part of the upper end of the next lower rear panel 3 in the lower half of the inner parallel vertical and horizontal angle joint joint 15 and a part of the lower end of the next upper rear panel 3 in the upper half, respectively. A corner assembling member 13 is interposed at each step corner across the vertical and horizontal seams A1 and A2 of the adjacent parallel panels 1 vertically and horizontally assembled so as to fit.

Further, in the T-shaped partition wall region, a part of the upper end of the next lower front panel 2 is provided in the lower half of the outer parallel straight plate vertical joint 18 and the upper upper front panel 2 is provided in the upper half. A part of the lower end portion is parallel to the inside and outside parallel vertical and horizontal angle joints 19, 19
Part of the upper end of the next lower rear panel 3 at the lower end of
In the upper half, a part of the lower end portion of the next upper rear panel 3 is assembled in a plane T shape so as to be accommodated therein. The vertical panel A1 and the required horizontal seam A2 (see FIG. 2) The front panel 2 does not have an adjacent horizontal seam A2, but may have an adjacent seam A2, and the rear panel 3 requires an adjacent horizontal seam A2.) A T-shaped crossing member 17 is interposed in each stage.

In arranging the reinforcing vertical and horizontal reinforcing bars F1 and F2 in the filling space L in parallel with the stacking of the parallel panel group 1, the separators 6 and 7 extend over the corresponding reinforcing bar receiving seats 6a and 7a. Then, the horizontal reinforcing bars F2 are crossed over in parallel, and then the vertical reinforcing bars F1 are arranged while being connected to the horizontal reinforcing bars F2.

Thus, after stacking to the required wall height and wall area, the wall concrete is filled and poured into the filling space L, and at the same time, the group of supporting leg assembly members 9 and 10 are buried to form the wall concrete. The foundation concrete is also cast at a stretch to the foundation concrete surface C at a stretch.

(Example 1 of Construction Method) An example 1 of this construction method of the present invention of the above-mentioned constructed wall example α will be described with reference to FIGS. First,
T-grooves 2 in the front and rear panels 2 and 3 of the parallel panel 1 facing the pair of front and rear panels 2 and 3 with a predetermined space L between the front and rear panels 2 and 3 facing the pair of front and rear panels 2 and 3 with reinforcing vertical and horizontal reinforcing bars F1 and F2 arranged therein.
The lower half of the joint fitting plates 4a and 5a of the vertical joints 4 and 5 and the lower portions of the joint fitting plates 4a and 5a protruding by inserting the upper fitting pieces 4d and 5d into the ground B. The lowermost parallel panel group 1 is lifted to the foundation concrete surface C and supported by being inserted into the holding portions 12d of the supporting leg assembly members 9 and 10 as an example of the means.

Then, one of the front hook ends 6b of the bifurcated bent ends 6b, 6d, 7b, 7d of the separators 6, 7 is formed.
i, 6j, 7i, 7j are connected to the locking cylinders 4 of the vertical joints 4, 5.
f, 4g, 5f, 5g with vertical joints 4, 5 locking cylinder 4
f, 4g, 5f, 5g to the other end hooks 6i, 6j, 7
i, 7j are inserted and inserted into the locking step portions 6m, 6n, 7m, 7
If the separators 6 and 7 are inserted until n is exposed, the separators 6 and 7 cannot be easily removed.

Next, the parallel panels 1 are vertically and horizontally continuously arranged in multiple stages, and the fitting projections 2a, 3a on the next upper lower end face are fitted into the fitting concave patterns 2b, 3b on the next lower upper end face. Then, the cross-sectional T-shaped ridges 2c, 3c of the next right-hand left end face are fitted to the concave ridges 2d, 3d of the next left-hand right end face, respectively.

At this time, the upper and lower halves of the joint fitting plates 4a, 5a of the vertical joints 4, 5 and the joint fitting pieces 4c, 5c or 4d, 5d are vertically inserted into the T fitting grooves 2e, 3e, 2f, 3f. Seam A1
And at the same time, the parallel bifurcated bent ends 6b, 6c, 6d, 6e, 7b, 7c, 7 of the separators 6, 7
d, 7e are connected to the retaining cylinders 4f, 4g, 5 of the vertical joints 4, 5.
The front and rear panels 2 and 3 of the flat wall region are provided by the retaining support member 8 which is an example of retaining support means which is inserted and locked in the same manner as described above.
Are connected to form a parallel panel 1.

It should be noted that a corner assembly member 13, T, which is an example of an integral molding type corner means for a corner portion or a T-shaped intersection portion,
A corner assembly member 13 'which is a corner means using a separate type separators 6 and 7 shown in FIGS. 9 to 15 instead of the T-shaped intersection assembly member 17 which is an example of the character intersection means, and a separator 6 shown in FIGS. 16 to 22. When the T-shaped crossing member 17 'is used as the T-shaped crossing means, the separators 6 and 7 of the retaining member assembly 8, which is a separate retaining member used for the flat wall portion, are used. The concrete wall thickness of the flat wall, corner, and T-shaped intersection can be adjusted by various lengths of the separators 6,7. In FIG. 16, 18a ', 18
b 'is a flat vertical joint plate.

Also, depending on the application like a greenhouse,
The base and the reinforcing bars F1 and F2 are omitted, and a group of parallel panels is directly stacked on the ground B as shown in FIGS. Filling with gravel and wall soil makes it possible to disassemble and remove after construction and reuse.

(Example 2 of Construction Wall) FIG. 23 is an explanatory view of a main part structure of Example 2 of the construction wall, and FIGS. 24 (a), 24 (b) and 24 (c) are an enlarged plan view, an enlarged rear view, and an enlarged right side view of the joint, respectively. FIGS. 25 (a), 25 (b), and (c) are partially omitted enlarged top plan views of the front panels made of concrete, and top views of the same.
It is a bottom view from the lower end.

In the figure, β is the building wall of the present building wall example, 1 ′ is a pair of parallel panels which face the concrete front panel 2 ′ and the foamed plastic rear panel 3 with a filling space L opened and 21 facing each other. A retaining support member 23 composed of the vertical joint 5, separators 6, 7 and the retaining temporary fixing member 22, 23 has a cylindrical nut portion 23 a on one end side integrally embedded in the top end side of a truncated cone-shaped plastic receiving member 23 b. And the other end side bolt 23
c is a holding member that protrudes from the base recess.

Reference numeral 24 designates a metal cylinder nut 24a which is screwed into a bolt 23c through which the front panel 2 'is inserted and projected, and a disk portion 24b.
A plastic interlocking temporary fixing member, which is integrally embedded and formed through a shaft protruding portion 24c protruding from the center, 25 is an interlocking fixing member 23.
Head 25 of bolt 25a screwed into cylindrical nut portion 23a of
b, two locking holes 25d, 2c
5e is a T joint penetrating therethrough. The same members as those of the above-mentioned construction wall example α are denoted by the same reference numerals, and the description is not repeated.

As shown in FIGS. 25 (a), 25 (b) and 25 (c), the concrete front panel 2 'is provided with a fitting concave pattern 2a' which is continuously formed over the entire upper end face. The pattern 2b 'is formed continuously over the entire length of the lower end face,
A substantially T-shaped concave section 2d ', which matches the substantially T-shaped convex ridge 2c', which extends to the entire length of the left end face, extends the entire length of the right end face, and penetrates a bolt through hole 2g '(see FIG. 23) at a predetermined position. A base-shaped dimensional concave line E shown in FIG. 29, which crosses the outer surface in both the vertical and horizontal directions, is drawn.

(Example 2 of Construction Method) A second example of the construction method of the above-mentioned constructed wall example β will be described with reference to FIGS. First, a space L for filling is provided at a predetermined interval in which reinforcing vertical and horizontal reinforcing bars F1 and F2 are arranged inside, and parallel panels 1 'which oppose a pair of front and rear panels 2' and 3 are vertically and horizontally densely connected in a multistage manner. The fitting projections 2a ', 3a on the lower end face are fitted to the fitting recessed patterns 2b', 3b on the next lower upper end face, respectively, and the cross-sectional T-shaped ridges 2c ', 3c on the left end face are connected to the next left and right ends. Cross section T concave strip 2
The right-end cross-sectional T-shaped ridges 2d 'and 3d are fitted to the right-end left-end cross-sectional T-shaped ridges 2c' and 3c at d 'and 3d, respectively, and are piled up as shown in FIG.

At this time, the upper and lower halves of the fitting plate 5a of the vertical joint 5 and the fitting pieces 5c are inserted into the T fitting grooves 3e and 3f of the rear panel 3.
Or, while inserting 5d and firmly connecting the vertical seam A1,
The bolt 23c of the clamping member 23 is passed through the bolt through hole 2g 'of the front panel 2', and the locking hole 25 of the joint 25 of the clamping temporary fixing member 22 screwed and tightened by the clamping temporary fixing member 24.
d, 25e and parallel bifurcated bent ends 6b, 6c, 6d of separators 6, 7 on locking cylinders 5f, 5g of the vertical joint 5.
6e, 7b, 7c, 7d, 7e, hooks 6g, 6h,
The front and rear panels 2 'and 3 are connected and assembled by a group of retaining support members 21 which is an example of retaining support means which inserts and locks 6i, 6j, 7g, 7h, 7i and 7j.

In the same manner as in the first embodiment, the reinforcing vertical and horizontal reinforcing bars F are placed in the filling space L in parallel with the stacking of the parallel panels 1 ′.
26, the required wall height and wall area are assembled in the same manner as shown in FIG. 26, and then wall concrete is filled and poured into the filling space L. After that, the holding temporary fixing member 24
Unscrew and remove.

As shown in FIG. 26, when the wall thickness of the construction wall β is large, when the wall height is high, or when the front panel 2 'is extremely thin, the required cylinder of the temporary holding member 24 is required. Nut 24a
A vertical bolt 27 is attached to the piled front panel 2 ', and a horizontal pipe 28,
28, a long bolt 26 is interposed therebetween, and a horizontal pipe gripper 29 is penetrated through the long bolt 26 and tightened with a nut 30. The front panel 2 'group is set up and the verticality and the lateral facing are temporarily measured. You can also support it.

(Example 3 of Construction Wall) FIG. 27 is an explanatory view of the structure of the example 3 of the present construction wall, FIG. 28 is an explanatory view of an accumulation state of the rear panel, and FIG.
FIG. 9 is an explanatory view showing a stacked state of the front panel in which the upper end face fitting projection is omitted. In the figure, γ is the construction wall of this construction wall example, 1 ″
Are parallel panels in which the inner surfaces of the front and rear panels 2 'and 3' made of concrete are opposed to each other with a filling space L opened.

When the front and rear panels 2 'and 3' are viewed from the inside front, the fitting raised patterns 2a 'and 3a' and the fitting recessed patterns 2b 'and 3b' shown in FIG. 25A and 25C, and have substantially T-shaped convex ridges 2c 'and 3c' in cross section and substantially T-shaped concave ridges 2d 'and 3d' in left and right end faces, respectively, as shown in FIGS. A flat T-fitting groove 2 vertically cut from the upper and lower end surfaces in the upper and lower portions of the inner surface, respectively.
e ', 2f', 3e ', and 3f'.

Further, the front and rear panels 2 'and 3' have the same form as the front and rear panels 2 and 3 used in the above-mentioned construction wall example α shown in FIG. Others are the various assembled members 6, 7, 13, 13 ', 17, 1 used in the above-mentioned construction wall example α.
7 'is used.

(Example 3 of Construction Method) An example 3 of the construction method of the present invention for the above-mentioned construction wall example 3 will be described with reference to FIG. 25 and FIGS. 27 to 29.

When assembling the parallel panels 1 ″ vertically and horizontally continuously in a multi-stage manner in which a pair of concrete front and rear panels 2 ′, 3 ′ are opposed to each other, as in the first embodiment, the assembling members 6,7, 8, 13, 13 ', 17, 17' are selected and used according to the basement area, flat wall area, corner area, T-shaped partition wall area, and the required wall height and the required construction area γ of the required area are ground B or foundation concrete. Walls on C, reinforcing vertical and horizontal reinforcing bars F1, F2
Can be filled at once with the wall concrete (not shown) in the filling space L in which the reinforcing bars are arranged, and the wall concrete can be cast at once with the base concrete. Only concrete may be filled and cast.

[0083]

Thus, according to the present invention, the vertical seam of the flat wall portion is a vertical seam joint, the vertical seam and the horizontal seam of the corner portion are internal and external parallel angled vertical and horizontal seam joints, and the vertical seam of the T-shaped intersection is formed. The required horizontal seam is firmly joined by the outer parallel straight plate vertical seam joint and the inner parallel angle vertical seam joint, so the structural strength in the vertical and horizontal directions is extremely high.

Moreover, the integration of the wall concrete and the foundation concrete using the supporting member assembly members is stable, and exhibits high seismic resistance. If a separation type separator is used, the construction wall pressure can be appropriately adjusted according to the construction environment. Can be changed to

In addition, depending on the use such as a greenhouse or a dog house, the filling space is filled with wall sand, wall gravel, wall soil, etc. instead of reinforcing vertical and horizontal reinforcing bars or wall concrete, and after use or the installation location is moved. Therefore, it can be disassembled and removed, and dimensional concave lines are drawn on the front and rear panels so that mutual positioning during construction, accurate cutting and opening can be set, and mortar and various It can promote the biting adhesion of the exterior during painting.

Further, in the case of a separation type separator, the various assembled members are not bulky, and can be disassembled, stored and disassembled and transported. Can be designed freely, and the wall thickness can be designed freely according to the construction wall scale and construction conditions.

Since the parallel bifurcated bent end faces of the separator are completely locked with the locking cylinder and the locking hole at the locking step, even if the external impact or the contact impact with the reinforcing vertical and horizontal reinforcing bars at the time of reinforcing arrangement, it is easy. By providing a reinforcing bar seat without disengaging, it is easy to level out and position at equal intervals especially in horizontal erection work of horizontal reinforcing bar, which was a difficult task in the past, and excellent effects such as shortening the construction period without skill are required. Play.

[Brief description of the drawings]

FIG. 1 is a structural explanatory view of a base part of a first example of a built wall showing an embodiment of the present invention.

FIG. 2 is a schematic structural explanatory view of a wall main body according to the first embodiment;

FIGS. 3 (a), 3 (b) and 3 (c) are respectively an inside front view, a plan view and a bottom view of the front and rear panels in the above.

FIGS. 4 (a) to 4 (g) are oblique front views, left side views, plan views, front views, rear views, enlarged cross-sectional views taken along line IVf-IVf in the left side views in FIG. In rear view
It is an IVg-IVg line enlarged sectional view.

5 (a) to 5 (e) are a front view, a plan view, a bottom view, a left side view, and an enlarged view of a circular portion viewed from the arrow Ve in the front view of both ends of the parallel bifurcation bent, respectively, of the same separator.

FIGS. 6A to 6F are oblique front views, plan views, front views, rear views, enlarged sectional views taken along line VIe-VIe in plan views, and VIf- in plan views of the corner assembly members in FIG. VIf
It is a sectional view expanded on line.

FIGS. 7 (a) to 7 (f) are enlarged front perspective views, enlarged plan views, enlarged right side views, enlarged sectional views taken along line VIIe-VIIe in the plan views, respectively, of the T-shaped cross-assembled members in the above. FIG. 7 is an enlarged sectional view taken along line VIIf-VIIf in the figure.

8 (a) to 8 (d) are an enlarged front perspective view, an enlarged left side view, an enlarged front view and a left side view of the planar front end T-bracket, respectively, in the same embodiment.

FIG. 9 is an enlarged plan view of another corner member of the above.

FIG. 10 is a plan view of the outer parallel angle vertical and horizontal joints of another corner member in the same.

FIG. 11 is a left side view of the outer parallel angle vertical and horizontal joint joint in the same.

FIG. 12 is a right side view of the outer parallel angle vertical and horizontal joint joint in the same as above.

FIG. 13 is a plan view of the inner parallel angled vertical and horizontal joint in the same embodiment.

FIG. 14 is a left side view of the inner parallel angled vertical and horizontal joint joint in the above.

FIG. 15 is a right side view of the inner parallel angled vertical and horizontal joint joint in the above.

FIG. 16 is an enlarged plan view of another T-shaped crossed member in the above.

FIG. 17 is a plan view of the outer parallel straight plate vertical seam joint of another T-shaped crossed member in the above.

FIG. 18 is a front view of the outer parallel straight plate vertical seam joint in the same as above.

FIG. 19 is a right side view of the outer-parallel straight plate vertical seam joint of the above.

FIG. 20 is a plan view of the inner-parallel angle vertical / horizontal seam joint of the above.

FIG. 21 is a left side view of the inner-parallel angle vertical / horizontal seam joint of the above.

FIG. 22 is a right side view of the inner parallel angled vertical and horizontal joint joint in the above.

FIG. 23 is an explanatory diagram of a main part structure of a second example of a building wall showing the embodiment of the present invention.

FIGS. 24 (a) to 24 (c) are an enlarged plan view, an enlarged rear view, and an enlarged right side view of the T-joint in the above embodiment, respectively.

25 (a) to (c) are a partially omitted enlarged upper end bottom view, a partially omitted enlarged upper side view, and a partially omitted enlarged lower bottom view of the concrete front panel in the same.

FIG. 26 is a diagram illustrating another example of the construction method of the second example of the construction wall.

FIG. 27 is a structural explanatory view of a third example of the constructed wall showing the embodiment of the present invention;

FIG. 28 is an explanatory diagram showing a state where a group of rear panels made of concrete are stored in the same as above.

FIG. 29 is an explanatory view showing an accumulation state of a front panel made of concrete in which the upper end surface fitting projection pattern is omitted from the above.

[Explanation of symbols]

α, β, γ: Construction wall 1, 1 ', 1 "... Parallel panel 2, 2' ... Front panel 2a, 2a '... Fitting convex pattern 2b, 2b' ... Fitting concave pattern 2c, 2c ', 3c , 3c '... Substantially T-shaped section 2d, 2d', 3d, 3d '... Substantially T-shaped section 2e, 2e', 2f, 2f ', 3e, 3e', 3f, 3
f ': Flat T fitting groove 2g': Bolt through hole 3, 3 ': Rear panel 4, 5: Vertical joint 4a, 5a: Joint fitting plate 4b, 5b: Joint exposure plate 4c, 4d, 5c, 5d: Joint Fitting pieces 4c ', 4d', 5c ', 5d' ... Thick parts 4e, 5e ... Partition fitting rods 4f, 4g, 5f, 5g ... Locking cylinders 4h, 4i, 5h, 5i ... V-grooves 6, 7, 16 , 20 ... separator 6a, 7a ... rebar seat 6b, 6c, 6d, 6e, 7b, 7c, 7d, 7e ... parallel bifurcated bending both ends 6f, 7f ... split groove 6g, 6h, 6i, 6j, 7g, 7h, 7i, 7j: Tip hook end 6k, 6l, 6m, 6n, 7k, 7l, 7m, 7n: Locking step 8, 21: Retaining support assembly 9, 10, ... Leg assembly 11: Stand 11a: Disk shape Foot 11b: screw cylinder 11c: support rod 11d: stopper ring 12: bracket 1 2a ... Long cylindrical part 12b ... Arm 12c ... Movement groove 12d ... Holding part 13,13 '... Corner assembly member 14 ... Outside parallel angle vertical and horizontal joint joints 14a, 14b, 15a, 15b ... Right angle joint plate 14c, 15c ... Connection rod 14d .., 14e, 15d, 15e... Locking cylinder 15... Inner parallel angle vertical and horizontal joint joints 17, 17 ′. T-shaped crossed member 18, 18 ′. Outer parallel straight plate vertical joint joints 18 a, 18 a ′, 18 b, 18 b ′. Longitudinal joint plate 18c ... Connecting rod 19 ... Inner parallel angle vertical and horizontal joint joints 19a, 19b ... Right angle joint plate 19c ... Connecting rod 22 ... Nampering temporary fixing member 23 ... Nampering member 23a ... Cylinder nut portion 23b ... Receiving member 23c ... Bolt 24 ... Nipping temporary fixing member 24a ... Cylindrical nut 24b ... Disk part 24c ... Shaft protrusion 25 ... T joint 25a ... Bolt 25b ... Head 25c ... Block 25d, 25e ... locking hole 26 ... long bolt 27 ... vertical pipe 28 ... horizontal pipe 29 ... horizontal pipe gripper 30 ... nut A1 ... vertical seam A2 ... horizontal seam B ... ground C ... foundation concrete D ... space E ... dimension concave Line F1: Reinforced vertical bar F2: Reinforced horizontal bar L: Spacing space for filling

──────────────────────────────────────────────────の Continued on the front page (51) Int.Cl. ⁷ Identification symbol FI Theme coat ゛ (Reference) E04G 9/05 E04G 9/05 (72) Inventor Junichi Fujimaki 2210-1 Karatsuzawa-cho, Karuizawa-machi, Kitasaku-gun, Nagano (72) Inventor Hiroki Chiba 194-1-1110 Kita-shijo Nishi, Chuo-ku, Sapporo, Hokkaido (72) Inventor Kosuke Saito 4-7-17-1 Hoshioki Sanjo, Teine-ku, Sapporo, Hokkaido

Claims (20)

[Claims] In order to form a wall by assembling and constructing a plurality of parallel panels vertically and horizontally facing a pair of front and rear panels while opening a filling space at a predetermined interval to form a wall, The panel is lifted and supported by the supporting means for the thickness of the foundation concrete, and in the flat wall area, the opposed vertical joint joint means attached to the vertical panels adjacent to each other in the vertical seam are used as separator means. In the corner wall area, opposed outer and inner angle joint means are attached to the parallel panel adjacent to the vertical and horizontal joints of the parallel panel adjacent to the upper, lower, left and right of the corner portion. The corner means connected and formed by the separator means, and in the T-shaped partition wall area, the vertical panels adjacent to the upper, lower, left, and right sides of the T-shaped crossing portion are straddled over the vertical seams and the required horizontal seams. The T-shaped crossing means, which is formed by connecting the outer and inner joint means, which are attached to each other, by a separator means, is used to build up the required wall height and area, and then the wall concrete is filled and filled into the filling space. A method for constructing a built-up wall, wherein the support means is buried at the same time as the installation and the foundation concrete seamless with the wall concrete is poured at once. 2. A space for filling is provided at a predetermined interval, and a pair of front and rear panels are opposed to each other in parallel in a vertical and horizontal manner in a multi-stage manner. In the wall area, there is a retaining means formed by connecting opposed vertical seam joint means mutually connected by a separator means so as to straddle the inside of the vertical seam of the parallel panels vertically adjacent to each other, and in the corner wall area A corner means formed by connecting the outer and inner angle joint means mutually connected by a separator means so as to straddle the vertical and horizontal joints of the parallel panels adjacent to the upper, lower, left and right of the corner portion, and in the T-shaped partition wall area, The T-shaped crossing means is formed by connecting the outer and inner joint means mutually connected by the separator means so as to span the vertical seam and the required horizontal seam of the parallel panels adjacent to the top, bottom, left and right of the T-shaped crossing part. A method for constructing a built-up wall, comprising: using the respective filling heights and areas to be disassembled, and then filling the filling space with wall sand, wall gravel, or wall soil. 3. When a filling space at a predetermined interval is opened and a pair of front and rear panels face each other in parallel and vertically and horizontally in a multi-tiered manner to assemble and construct a wall, the lowermost parallel panel is used. It is lifted and supported by the supporting means for the thickness of the foundation concrete, or is placed on the foundation as it is, and is opposed to the vertical seam joint means attached across the vertical seam between the rear panels of the parallel panels vertically adjacent to each other. The holding temporary fixing members attached to the front panel are connected to each other by a separator means, and are assembled to the required wall height and area by using retaining means. Thereafter, the wall concrete is placed in the filling space. If there is the above-mentioned leg means, it is buried as it is, and the foundation concrete is poured and hardened at a stroke without seam with the wall concrete. After hardening, the holding temporary fixing member Remove the side 挾保 Karitome member, assembling building wall construction methods and wherein the. 4. The method of claim 1 or 3, wherein the filling space is provided with reinforcing bars inside the parallel panel in parallel with the stacking of the parallel panels. 5. The assembled construction according to claim 1, wherein the pair of front and rear panels facing each other are made of foam plastic or concrete. Wall construction method. 6. The parallel panel according to claim 1, wherein one of the pair of front and rear panels facing each other is made of foamed plastic, and the other is made of concrete. Building construction wall construction method. 7. The separator according to claim 1, wherein each of the longitudinal seam joints, the outer and inner joints, and the outer and inner angle joints, each of which is opposed to each other, can be selected. 7. The method of constructing a built-up wall according to 2, 3, 4, 5, or 6. 8. The apparatus according to claim 1, wherein said separator means is a non-separable body integrally formed with said outer and inner joint means and said outer and inner angle joint means. Or the assembled construction wall construction method according to 5. 9. A construction wall in which a plurality of parallel panels facing each other and a pair of front and rear panels facing each other with a space for filling at a required interval being opened and stacked in a multi-tiered manner in a vertical and horizontal manner, the lowermost parallel panel is assembled. A base member having a group of supporting leg members for lifting and supporting by the thickness of the foundation cast concrete, and a pair of opposed vertical seam joints which are attached to the vertical panels adjacent to each other across the inside of the vertical seams of the parallel panels by a separator. The flat wall portion having the retaining member assembly group and the inner and outer parallel angle vertical and horizontal joints which are respectively attached and attached to the vertical and horizontal joints of the parallel panels adjacent to the upper, lower, left and right of the corner member are connected to each other by a separator. A corner portion having a corner assembly member group and a pair of vertical panels adjacent to the T-shaped crossing portion and adjacent to the vertical panel and the required horizontal seam. And a T-shaped partition wall portion having a T-shaped cross-connecting member group formed by connecting an outer parallel straight plate vertical joint and an inner parallel angle vertical and horizontal joint with a separator. Holding the reinforcing reinforcing bar group and the wall concrete filled and cast, the foundation portion was simultaneously filled with the wall concrete and simultaneously buried the group of supporting members and simultaneously cast with the wall concrete at once. An assembled building wall, which is formed of basic concrete. 10. A construction wall in which parallel filling panels facing a pair of front and rear panels facing each other with a required space for filling at a required interval are stacked vertically and horizontally in a multi-stage manner so as to be disassembled and removable, and vertically adjacent to each other. A flat wall portion having a group of retaining and retaining members formed by connecting and connecting the opposed vertical seam joints, which are attached to the inside of the vertical seams of the parallel panels, with a separator; A corner part having a corner assembly member group formed by connecting the outer and inner angle vertical and horizontal seam joints to each other with a separator so as to correspond to the vertical and horizontal joints of the panels, and parallel panels adjacent to the top, bottom, left and right of the T-shaped intersection. T-shaped cross-connecting member group formed by connecting outer parallel vertical joints and inner parallel angle vertical and horizontal joints that are connected to each other across the vertical seam and required horizontal seam with a separator. That T-and the partition wall, made from the filling copy space is Kabesuna and walls gravel, carrying plaster, characterized in that assembled building walls. 11. In a construction wall in which a plurality of parallel panels facing a pair of front and rear panels facing each other with a required space for filling at a required interval being opened vertically and horizontally in a multi-stage manner, the lowermost parallel panel is used as a base concrete concrete thickness. It has a group of supporting leg members for lifting and supporting it, or faces a vertical joint joint which is installed straddling the vertical joints between the rear panels of the parallel panels vertically adjacent to each other. And a wall portion having a retaining support member formed by connecting the retaining temporary fixing member attached to the front panel portion to each other with a separator. The filling space is filled with reinforcing reinforcing bars and filling. In the case where the base portion has the group of supporting leg members, the foundation portion includes the group of supporting leg members. A built-up construction wall, which is formed from foundation concrete that is cast at once in a seamless manner with the concrete wall. 12. The cross-section of the parallel panel, wherein a fitting recessed pattern is formed over the entire length of the lower end face, the fitting recessed pattern coinciding with the fitting projection pattern formed over the entire length of the upper end face, and extends over the entire length of the left end face. A pair of front and rear panels, which are formed by extending a cross-sectional T-concave ridge that matches the T-protrusion ridge over the entire length of the right end face and cutting flat T-fitting grooves at predetermined upper and lower portions at equal intervals in the lateral direction of the inner surface, The inside of the vertically-separated joint fitting piece formed into a T-shaped flat T-shape plate and a vertically fitting T-shaped fitting plate inserted over each of the flat T-grooves formed continuously over the inside of the vertical joint between the front and rear panels adjacent to each other. Two locking cylinders are provided in the upper and lower portions of the exposed joint plate extending across the exposed ends, and the hooked ends of the parallel bifurcated bent ends of each separator are respectively attached to the locking cylinders of the vertical joints facing each other. The holding support assembly member group formed by insertion connection is interposed and assembled. Assembling building wall according to 10. 13. A cross-section extending along the entire length of the left end surface of the parallel panel, the fitting concave pattern corresponding to the fitting projection pattern formed over the entire upper end surface is formed over the entire length of the lower end surface. A rear panel having a T-shaped cross-section extending along the entire length of the right end face and a flat T-fitting groove formed at predetermined upper and lower sides of the inner surface at equal horizontal intervals; Over the inner exposed ends of the joint fitting plate that is inserted and fitted over the respective flat T fitting grooves continuously formed over the inner sides of the mutual vertical seams and the vertically separate fitting fitting pieces that are formed with the T-shape. A pair of locking cylinders are provided in the upper and lower portions of the exposed joint plate to be provided, and a bolt protruding from the holding member is penetrated through the front panel at a front panel portion facing the locking cylinder. A bolt fixed to the head of a bolt screwed into the holding member and screwed into the holding member. A locking hole formed in two through holes in the hook and a pair of retaining members that insert and connect the front hook ends of both ends of the parallel bifurcated bends of the respective separators to the opposing locking cylinders. The assembled building wall according to claim 11, characterized in that: 14. The separator is provided with reinforcing bar seats at equal intervals in the upper longitudinal direction, and both ends of the parallel bifurcated bend are bent downward at a right angle, and the front hook end having a split groove is attached to the locking cylinder. 14. The locking step portion is provided with the outer periphery being smaller than the inner periphery and being larger than the inner periphery.
Assembled construction wall according to. 15. The arm assembly further comprises an arm having a stopper ring inserted and fixed to a support rod threaded on a disk-shaped foot portion, and a long tubular portion externally inserted into the support rod fixed to the entire length of one end side. The assembled construction wall according to claim 9, 10, 11, 12, 13, or 14, wherein a holding portion for inserting and supporting the joint fitting plate of the vertical joint is fixedly provided on the entire length on the end side. 16. The outer parallel angle vertical and horizontal sandwiching the corner assembling member across the vertical and horizontal joints of the parallel panels adjacent to each other vertically and horizontally adjacent to each other at right angles to the plane and across the front and rear corners. The joint and the inner parallel vertical and horizontal joints are inseparable bodies that are integrally connected and formed by a separator.
Assembled construction wall according to. 17. The outer parallel angle vertical and horizontal sandwiching the corner assembling members across the vertical and horizontal joints of the parallel panels adjacent to each other vertically and horizontally adjacent to each other at right angles to the plane and across the front and rear corners. A double locking cylinder is protruded from the joint corresponding to the joint joint and the inner parallel angle vertical and horizontal joints, and the front hook ends of the parallel bifurcated bent ends of the separately prepared separator are opposed to the corresponding locking cylinder. The insertion connection assembly is formed, respectively.
Assembled construction wall according to. 18. The T-shaped cross-joint member includes a vertical joint and a required horizontal joint between parallel panels adjacent to each other and vertically and horizontally adjacent to each other at one face and two planes at right angles.
In addition, one outer parallel straight plate vertical joint and two inner parallel angle vertical and horizontal joints sandwiching the outer flat wall portion and the inner corner portion from the front and rear, respectively, are integrally connected by a separator group to form an inseparable structure. 9. The method of claim 9, 10, 12, 14, 15,
The assembled construction wall according to 16 or 17. 19. The T-shaped crossing member includes a vertical seam and a required horizontal seam of parallel panels adjacent to each other vertically and horizontally adjacent to each other at one face and two planes at right angles.
In addition, a double locking cylinder protrudes from opposite sides of one outer parallel plate vertical joint and two inner parallel angle vertical and horizontal joints sandwiching the outer flat wall portion and the inner corner portion from the front and rear, respectively. The separator according to claim 9, wherein the front hook ends of both ends of the parallel bifurcated bend of the separator separately prepared are separately insertably connected to the corresponding engaging cylinders. 10, 12, 14, 15,
The assembled construction wall according to 16 or 17. 20. The front and rear panels, wherein dimensional concave lines are drawn on the outer side surface in the vertical and horizontal directions.
The assembled building wall according to 14, 15, 16, 17, 18 or 19.