JPH10140714A - Framework lamination panel and construction method using the framework lamination panel - Google Patents

Abstract

PROBLEM TO BE SOLVED: To make possible to reduce production cost, give necessary strength to a building and structure buildings different in room arrangement and the number of stories merely by combining different types of modules. SOLUTION: A framework lamination panel 1 with a sill is made by furnishing facing two columns 3, 4, a horizontal member 5 that connects the neighborhoods of the upper ends of the columns 3, 4, a sill member 2 that connects the neighborhoods of the lower ends of the columns 3, 4 and forms part of the sill, and a brace 8 that forms a truss among the columns 3, 4, horizontal member 5 and the sill member 2. And a framework lamination panel furnished with two columns thinner than the columns 3, 4; a horizontal member that connects the columns; and a brace that forms a truss between the columns and the horizontal member, is laminated.

Description

DETAILED DESCRIPTION OF THE INVENTION

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a framed laminated panel and a construction method using the framed laminated panel. Is a framed laminated panel integrally formed in a factory or the like, and a construction method using the framed laminated panel.

[0002]

2. Description of the Related Art Conventionally, as a structure of a wooden building, there are a framed structure as seen in a conventional construction method and a structure in which various paneled members are assembled.

[0003] In the framed structure, a main structure such as a base, a column, a beam, a girder, or the like, which has been processed in advance, is brought to the site and assembled at the site.

[0004] Some of the panels are studs,
Insulation materials, wall panels with integrated under skin, etc., joists, thermal insulation, floor panels with integrated under floor boards, rafters, thermal insulation,
There is a roof panel or the like in which a roof base plate or the like is integrated.

[0005]

However, as described above, in the framed structure, the arrangement and combination of various structural members must be considered at any time according to the layout of the building and the shape of the appearance. Since the processing of the structural members is different from each other, a skilled technique is required, and most of the work is manually performed. Also, most of the work after the completion of the construction at the site was manually performed. Therefore, there is no way to improve workability other than polishing the skills of carpenters, and it has been virtually impossible to greatly increase production efficiency.

Although it is possible to mass-produce substantially the same product even if it is made into a panel, it has been difficult to use it commonly in buildings having different layouts. For example, in the case of a house, the demands of the owner's building having various family structures are various, and mass-producing the same thing is not preferable for a building.

Further, even when the wall is a panel, a through pillar is necessarily required to provide a building with a required strength, and when a large number of through pillars are used, the through pillar is smaller than a normal pillar. However, even if labor costs could be kept low, it did not necessarily lead to a reduction in production costs.

Therefore, the present invention can reduce the production cost in both aspects of labor cost and material cost, and has a predetermined strength required for a building, and furthermore, it is only necessary to appropriately combine several kinds of modules which are modularized in advance. It is an object of the present invention to provide a framed laminated panel capable of forming buildings with different floor plans and different numbers of floors, and to provide a building method using the framed laminated panel.

[0009]

According to a first aspect of the present invention, there is provided a framed laminated panel according to the present invention, comprising two columns facing each other, a horizontal member connecting the columns, and a space between the column and the horizontal member. With a trussed strut. here,
The horizontal member has a part of a member constituting an outer frame of the panel, but may be provided in the middle in addition to the member. There is no limitation on the number of braces, but it is preferable that at least one of the two pillars and the transverse members forming the truss form the truss between the other pillar. Further, a stud may be provided in advance.

[0010] Therefore, according to the framed laminated panel of the first aspect of the present invention, the columns, the cross members, and the braces are assembled in advance at the factory.
The wall surface of the building can be easily configured with columns, horizontal members, and braces.

According to a second aspect of the present invention, there is provided a framed laminated panel according to the first aspect, wherein a base member is pre-assembled below two pillars.

[0012] Therefore, according to the framed laminated panel of the second aspect of the present invention, in addition to the operation of the framed laminated panel of the first aspect, it is possible to avoid going to the site only for the work of mounting the base. The erecting can be started after the foundation work is completed.

[0013] In the construction method using the framed laminated panel according to the third aspect of the present invention, when a plurality of framed laminated panels are laminated upward, the thickness of the pillars used increases as the floor moves to the upper floor. This is a thin framed laminated panel.

Therefore, according to the construction method using the framed laminated panel according to the third aspect of the present invention, the thickness of the column used becomes thinner as it moves to the upper floor and becomes smaller as it moves to the upper floor. Corresponds to the stress distribution experienced by

According to the construction method using the frame laminated panel according to the fourth aspect of the invention, the opposed wall surfaces formed by laminating a plurality of frame laminated panels are bridged with a predetermined vertical width. It is rigidly connected by a bridging member. Here, the bridging member has a joist, but may be a beam girder or the like.

Therefore, according to the construction method using the framed laminated panel according to the fourth aspect of the present invention, the facing wall faces formed by laminating a plurality of framed laminated panels are bridge portions such as joists and beam girders. They are rigidly joined by a material, and the stresses received by each panel are dispersed.

[0017]

Embodiments of the present invention will be described below. FIG. 1 is a front view showing a state in which various framed laminated panels according to an embodiment of the present invention are combined.

As shown in FIG. 1, there are four types of framed laminated panels of the present embodiment: a framed laminated panel with a base 1, a framed laminated panel 11, 21 and a framed laminated panel 31 with through columns. Panel member, and the combination forms a groundwork for the wall surface.

A framed laminated panel 1 with a base according to the present embodiment.
As shown in FIG. 2, a base member 2 made of a square member having a predetermined length, and two base members 2 having substantially the same length, two of which are suspended from one side surface of the base member 2 at a distance of about 90 cm substantially in parallel with each other. Pillars 3 and 4, a horizontal member 5 connecting the other ends of the pillars 3 and 4 in the vicinity thereof, and one end in the longitudinal direction interposed between the pillars 3 and 4 to the base member 2. Studs 6 suspended from the horizontal member 5
And four fasteners 7 fixed to each of the four corners of the frame constituted by the base member 2, the pillars 3, 4, and the horizontal member 5;
The two round bar braces 8 each made of a metal having one of both end portions fixed to each of two sets of the two fasteners 7 facing each other two of them. Is configured. FIG. 2 is a perspective view showing a framed laminated panel with a base according to one embodiment of the present invention.

The base member 2 has columns 3 and 4 at both ends in the longitudinal direction.
Are formed in the vicinity of each end, and a notch 2a is formed in the vicinity of each end to a depth of approximately half below the side surface facing upward. A substantially central portion in the longitudinal direction is cut out to form a concave portion 2c on a side surface of the base member 2 facing upward, and the stud 6 is fixed to the concave portion 2c with one longitudinal end fitted thereto. Have been. Similarly, a concave portion 5a is formed substantially at the center in the longitudinal direction also on the side surface of the horizontal member 5 facing downward, and the other end of the stud 6 in the longitudinal direction is fitted.

At the upper end of each of the pillars 3 and 4, a tenon 3a is formed, and a framed laminated panel 11 connected upward is provided.
It fits into a mortise (not shown) provided at the lower end of the. Also, near the upper end of each of the pillars 3 and 4,
Notches 3b, 4 in which the inner surface of the panel is cut to a predetermined depth
b is formed, and in each of the notches 3b and 4b,
Retaining holes 3c and 4c are formed substantially in the center, and serve as a joint portion of a beam girder 81 described later.

The base member 2 and the horizontal member 5 have two upper and lower holes 4d and 5b, respectively, and the columns 3 and 4 have
Three retaining holes 3d and 4d are formed in each side, so that the base member 2 can be fixed to the base and the other members can be fixed to other adjacent panels by bolts. In addition, the stud 6 has a cutout 6b formed at a substantially central portion in the longitudinal direction so as not to contact the two struts 8. One of the two braces 8 forms a truss between the column 3 and the cross member 5 and between the column 4 and the base member 2, and the other includes the column 4 and the cross member. 5 and between the column 3 and the base member 2 constitute a truss.

Subsequently, the framed laminated panel 1 of the present embodiment
1 will be described. As shown in FIG. 3, the framed laminated panel 11 has substantially the same configuration as the framed laminated panel 1 with the base, but between the lower ends of the columns 13 and 14 instead of the base member 2. The present embodiment differs from the above-described framed laminated panel with base 1 in that the horizontal members 12 are provided and that the corresponding members are thinner than in the case of the laminated panel with framed base 1. FIG. 3 is a perspective view showing a framed laminated panel according to one embodiment of the present invention.

That is, the framed laminated panel 1 of the present embodiment
1 is a column 13, 14 of approximately the same length, two of which are disposed substantially parallel to each other and at a distance of approximately 90 cm;
4 that connects the vicinity of the lower end of each
A horizontal member 15 connecting the upper ends of the columns 3 and 14, one end of the longitudinal ends interposed between the columns 13 and 14, one end of the horizontal member 12 and the other end of the horizontal member 15. Stud 16
And four fasteners 17 fixed to each of the four corners of the frame formed by the horizontal members 12 and 15 and the columns 13 and 14, and two sets of two fasteners opposed to each other by two of the four fasteners 17. Each of the sets 17 has two round bar-shaped braces 18 made of metal and one of both ends thereof is fixedly attached to the entire set.

One of the two pillars 13 and 14 has a tenon 13a at the upper end, like the pillars 3 and 4 of the framed laminated panel 1 with a base. 14,
There is no tenon.

In the vicinity of the upper end of each of the columns 13 and 14, similarly to the columns 3 and 4 of the framed laminated panel 1 with the base, the notches 13b and 1 are formed by cutting the inner surface of the panel to a predetermined depth.
4a is formed, and each of the notches 13b and 14a is provided with a retaining hole 13c and 14b at substantially the center.
It is a joint portion of a beam girder 91 described later.

Further, the horizontal members 12 and 15 are provided with two upper and lower holes 12a and 15b, respectively, and the columns 13 and 14 are provided with three horizontal holes 13d and 14c, respectively. ,
The retaining hole 15b can be fixed to a spar 92 described later, and other members can be fixed to another adjacent panel by bolts.

In the vicinity of the lower ends of the pillars 13 and 14, holes 13e and 14d are formed, respectively, from the inner surface of the panel to the outer surface thereof.
When the lower end of the base 1 is joined to the upper end of the framed laminated panel 1 with base, the retaining holes 3c,
4c constitutes a joint portion of a beam girder 81 described later. At the lower ends of the pillars 13 and 14, the tenons 3 a and 4 a of the framed laminated panel 1 with a base are joined to join the lower end of the frame laminated panel 11 to the upper end of the framed laminated panel 1 with the base.
A mortise (not shown) is formed.

Also, the stud 16 is cut out substantially at the center in the longitudinal direction so as not to come into contact with the two braces 18 like the stud 6 of the framed laminated panel 1 with the base, so that the notch 16b is formed. Have been. Further, similarly to the case of the bracing 8 of the framed laminated panel 1 with the base, each of the two bracings 18 and the columns 13, 1 which are four members constituting the panel frame.
4. A truss is formed between each of the predetermined two of the horizontal members 15 and 12.

The framed laminated panel 21 is
When viewed from the inside, the pillar provided with a tenon at the upper end of the two pillars differs from the left pillar in the case of the framed laminated panel 11 in that the pillar is the right pillar. Has the same configuration as the framed laminated panel 11. That is,
The framed laminated panel 21 is a panel symmetrical to the framed laminated panel 11.

Next, the framed laminated panel 31 with through columns according to the present embodiment will be described. As shown in FIG. 4, the framed laminated panel 31 with through columns includes two through columns 32 and 33.
And two horizontal members 34 and 36 and four window frame members 35
And eight studs 38 and main studs 39, 40, 41, 42
And the base member 37 constitute substantially the entirety. FIG. 4 is a perspective view showing a framed laminated panel with through columns according to an embodiment of the present invention.

The frame-assembled laminated panel 31 with through columns has the above-described bases in that the columns are through columns 32 and 33, the openings are provided, and the braces are not provided. Framed laminated panel 1 and framed laminated panel 11, 21
Is very different.

The through columns 32 and 33 have substantially the same length, and are substantially equal to the height at which the framed laminated panel 11 is stacked on the framed laminated panel 1 with the base. This through pillar 32,3
At the upper end of 3, a tenon 32 a, 33 similar to the tenon 13 a provided at the upper end of the column 13 of the framed laminated panel 11 is provided.
a is provided. And the through columns 32 and 33 are 2
The books are arranged substantially parallel to each other at a distance of about 150 cm, and a horizontal member 34, two window frame members 35, horizontal members 36, The window frame member 35 and the base member 37 are assembled in this order.

As for the horizontal member 34, the four window frame members 35, and the horizontal member 36, one of both ends is connected to the through column 32,
The other is suspended from another through pillar 33, and the horizontal member 34
However, in the vicinity of the upper ends of the through columns 32 and 33,
At approximately the center of the through columns 32 and 33, two window frame members 35 are provided.
Each of the horizontal members 34 between the horizontal members 34
A base member 37 is provided at a position substantially equal to a predetermined distance from the horizontal member 36, near the lower ends of the through columns 32 and 33, and two other window frame members 35 are provided between the horizontal member 36 and the base member 37. Each of them is disposed at a position that is substantially equal to the horizontal member 36 and the base member 37 at a predetermined distance therebetween.

The length of the base member 37 is shorter than the horizontal member 34, the four window frame members 35, and the horizontal member 36, and the base member 37 is directly fixed to the through columns 32, 33. Instead, the main stud 42, the two studs 38 and the window frame member 35
Are integrated with the through columns 32 and 33. In other words, the base member 37 is disposed in parallel with the window frame member 35 at a position substantially equal to each of the through columns 32 and 33, and is substantially parallel to the through columns 32 and 33 and between the through columns 32 and 33. The main stud 42 and the two studs 38, which are arranged at equal intervals and have the same length, each have one of the two end portions on the window frame member 35,
The other is vertically attached to the base member 37 to be integrated. The main stud 42 and the two studs 38 are arranged in the order of the main stud 42 at the center and the two studs 38 disposed so as to sandwich both sides thereof.

Similarly, between the horizontal member 34 and the first window frame member 35 from above, between the second window frame member 35 and the horizontal member 36, and between the horizontal member 36 and the third Between the window frame member 35 and
Main studs 39, 4 between through posts 32, 33, respectively
In a state where 0 and 41 are sandwiched by two studs 38 at the center, three studs are arranged at equal intervals on each of the horizontal members sandwiching both ends.

Then, through columns 32 and 33, horizontal members 34,
With the base member 37 as an outer frame, a framed laminated panel 31 with through columns is formed. Inside the framed laminated panel with through columns 31, through columns 32, 33, and four window frame members 35 as frames,
Two vertically arranged openings are formed.

On the inner surface of the framed laminated panel 31 with through columns, a recess 34a is formed in which the longitudinal center of the horizontal member 34 is cut out to a predetermined depth, and a notch 39a which is flush with the recess 34a. Are formed near the upper end of the main stud 39. A retaining hole 34b is formed substantially at the center of the concave portion 34a, and the concave portion 34a and the cutout portion 39a serve as joining portions of a beam girder 91, which will be described later. Fixed.

On the inner surface of the framed laminated panel 31 with through columns, there is formed a recess 36a in which the longitudinal center of the horizontal member 36 is cut to a predetermined depth, and the recess 36a is flush with the recess 36a. The portion 40a is located near the lower end of the main stud 40,
A notch 41a is formed in the vicinity of the upper end of the main stud 41, and the cutout 41a is flush with the main pillar 41. At the approximate center of the concave portion 36a, two retaining holes 36b arranged vertically are formed.
The concave portion 36a, the cutout portion 40a, and the cutout portion 41a serve as joining portions of a beam girder 81 described later, and a bolt is inserted into the retaining hole 36b to fix the beam girder 81.

At the lower end of the framed laminated panel 31 with through columns, a base member 37 protrudes downward from the lower ends of the through columns 32, 33. A notch 37a is formed, which is cut out to approximately half the depth upward from the side surface facing. The notch 37a has a shape that fits into the notch 2a formed in the base member 2 of the framed laminated panel 1 with base. The length of the base member 37 is the same as that of the framed laminated panel 31 with through columns. The base member 2 and the base member 37 have a length that constitutes a series of bases when the frame-attached laminated panel 1 on each side is adjacent to each other.

The through holes 32, 33, the horizontal member 34, and the base member 37 are provided with six retaining holes 32b, 6 arranged at substantially equal intervals from the inside to the outside of the outer frame formed by these members.
Three retaining holes 33b, three retaining holes 34c, and retaining holes 37b are respectively formed. The six retaining holes 32b and the six retaining holes 33b can be fixed to adjacent panels, the three retaining holes 34c can be fixed to a spar 92 described later, and the retaining hole 37b can be fixed to a foundation by bolts.

FIG. 1 shows the framed laminated panel 1 with the base, the framed laminated panel 11, the framed laminated panel 21, and the framed laminated panel 31 with the through column, which are configured as described above. As described above, on both sides of the framed laminated panel with through column 31 at the center, the frame laminated panel 1 with the base is disposed on the lower stage, and the frame laminated panel 11 is disposed on the upper stage. Alternatively, the frame-type laminated panels 21 are laminated to form the groundwork of the wall surface. However, the positions of the framed laminated panel 11 and the framed laminated panel 21 are such that the framed laminated panel 11 is disposed on the left side and the framed laminated panel 21 is disposed on the right side when viewed from the inside of the room to be formed. Is established.

The base of the wall thus constructed is provided with the through columns 32, 33 of the framed laminated panel 31 with through columns in a well-balanced manner, so that the strength of the entire wall is the same as that of the frame structure. It is almost the same. In addition, deformation of the entire wall is prevented by the framed laminated panel 1 with the base and the trusses formed in the framed laminated panels 11 and 21. further,
The base member 3 at the lower end of the framed laminated panel 31 with through columns
7 and the base member 2 at the lower end of the framed laminated panel 1 with the base form a series and constitute a base. In addition, two openings vertically arranged in the center are provided, and various studs are arranged at predetermined intervals in other portions.

In other words, the frame-assembled laminated panel 1, the frame-assembled laminated panels 11, 21 and the frame-assembled laminated panel 31 with through columns of the present embodiment are merely assembled and joined with bolts, and Construction, installation of braces, installation of window frames, and installation of studs are completed. After that, almost all work is completed by assembling windows and heat insulating materials and finishing exterior and interior.

Substantially all of the foundation of the wall of the building is constructed as described above, and between the facing walls, as shown in FIG. 5, joists 61 and beam girders 81, which serve as the foundation of the floor and ceiling, are provided.
91 are provided. FIG. 5 is an explanatory view showing an architectural structure using a framed laminated panel according to one embodiment of the present invention.

The joists 61 are, as shown in FIGS.
It is composed of a metal member 63 and a splint 62, and is fixed to the base member 2 by a fixing member 71. 6 is an enlarged perspective view showing a portion A of FIG. 5, and FIG. 7 is a partially exploded perspective view of FIG.

The metal member 63 is made of a web 63a made of a steel plate having a predetermined width, and a flange made of two steel plates having a predetermined width, each of which has a width-direction end suspended at each of both ends in the width direction of the web 63a. 63b, and has a substantially U-shaped cross section. In the web 63a, in the vicinity of both ends in the longitudinal direction, substantially uniformly arranged in each of the width direction and the longitudinal direction.
Two retaining holes 63c are formed. And the metal member 6
3, one of the two flanges 63b
A splint 62 made of a wooden plate having substantially the same shape as b is fixed.

The fixing bracket 71 includes a substrate 72 made of a substantially rectangular steel plate or the like having a width of about 10 cm and a length of about 30 to 40 cm.
A joist fixing portion 75 having a width substantially equal to the width of the substrate 72, a length slightly longer than the width, made of a steel plate or the like, and being vertically suspended at a substantially center in the longitudinal direction of the surface of the substrate 72; One side is made of a square steel plate or the like having a size of approximately 3 to 4 cm. One of the sides is aligned with one end of the fixture 71 in the longitudinal direction, and the other is aligned with the other end of the fixture 71 in the longitudinal direction. Two base fixing portions 73 vertically suspended from the back surface of the substrate 72 so that the sides to be formed are aligned with the ends in the width direction of the substrate 72;
cm, made of a substantially rectangular steel plate having a length of about 5 to 10 cm,
A column fixing portion 74 that is vertically provided with its longitudinal end aligned with the side closer to the longitudinal center of the substrate 72 of the two sides of the one base fixing portion 73 adjacent to the side vertically provided on the substrate 72. It is composed of

In the joist fixing portion 75, four retaining holes 75a which are substantially equally arranged in the width direction and the longitudinal direction substantially in the same manner as the retaining holes 63c of the metal member 63 are formed.
The two holes 72 are symmetrical with respect to the joist fixing part 75.
a is drilled. In addition, approximately at the center of each of the two base fixing portions 73 and the column fixing portions 74, a retaining hole 73 a,
74a is drilled.

The fixture 71 is fixed on the base at the column position adjacent to the panel having the base member 2 among the adjacent panels. That is, as shown in FIG. 6, a framed laminated panel 1 with a base and a framed laminated panel 31 with through columns
Are located adjacent to each other, the column 4 and the through column 32 are interposed between the two base fixing portions 73 from the inside of the building, and the back surface of the substrate 72 is brought into contact with the side surface of the base member 2.
4 is brought into contact with the side surface of the pillar 4. Bolts, screws, and the like are inserted into each of the retaining holes, and portions corresponding to the pillars 4 are fixed from the retaining holes 72a and 73a to the base member 2 from the retaining holes 74a.

At the end of the web 63a of the metal member 63,
The joist fixing portion 75 is abutted and fixed while being positioned between the two flanges 63b. That is, the web 63a
Of the four retaining holes 63c of the joist fixing portion 75
At a position communicating with the corresponding retaining hole 75a of a, a bolt is inserted through the respective holes 63c and 75a, and tightened and fixed. Therefore, after fixing, the joist 61 and the framed laminated panel 1 with the base are rigidly joined, and the relationship between the foundation of the wall composed of the panel and the joist 61 is, for example, the relationship between the tree and the root. And a stable wall surface can be formed. The other end of the joist 61 is similarly fixed to the base member of the framed laminated panel 51 by the fixing bracket 71.

The framed laminated panel 51 in FIG. 5 is substantially the same as the framed laminated panel 1 with the base, and is a partition panel.

The beam girders 81 and 91 also have a joist 6
Similar to 1, the end is rigidly joined to the base of the wall, and plays the role of the root of the tree. As shown in FIGS. 8 and 9, the beam girder 81 is composed of an upper floor base material 82 made of a square material having a width substantially equal to the width of the column and having a slightly longer length than the joist 61, and an upper floor base material 82. And a lower-floor ceiling base material 83 formed of substantially the same square material as the upper-floor base material 82 arranged substantially in parallel at a predetermined distance from the lower-floor ceiling base material 83
And a plurality of studs 85 whose ends are vertically provided on each of the opposing side surfaces of the two base members 82 and 83 and which are arranged at predetermined intervals in the longitudinal direction of the base members 82 and 83.
8 is an enlarged perspective view showing a portion B of FIG. 5, and FIG. 9 is a partially exploded perspective view of FIG.

A frame is formed between the adjacent studs 85 and the base materials 82 and 83, and a plurality of the studs 85 are adjacent to each other at predetermined intervals in the longitudinal direction of the base materials 82 and 83.
Multiple frames are also adjacent, and each of these adjacent frames has
Both ends are fixed to opposing corners of the four corners, and a plurality of braces 86 are alternately reversely inclined as they move to the adjacent frame.
Is provided. The bracing 86 constitutes a truss between the plurality of studs 85 and the base materials 82, 83, and the beam girder 8
1, the strength is increased.

In the vicinity of both ends of the base materials 82 and 83, there are provided connecting members 84 which fill up each facing space from each end to a predetermined position. Base materials 82, 8
At a predetermined position from the end of the third end portion 3, concave portions 82a and 83a are formed on the opposite side surfaces, and the connecting member 84 has two convex portions 8 fitted into the concave portions 82a and 83a, respectively.
4a is provided. Further, the connecting member 84 has two retaining holes 8 that fit through the centers of the base materials 82 and 83 in the longitudinal direction.
4b are drilled, and are fixed to each of the vertically adjacent columns of the two vertically adjacent panels by bolts inserted into the respective retaining holes 84b.

That is, as shown in FIGS. 8 and 9, the columns 4 and the framed laminated panels 11 of the framed laminated panel 1 with the base are provided.
When fixed to the pillar 14, the retaining hole 4 c drilled in the notch 4 b near the upper end of the pillar 4, the retaining hole 14 d drilled near the lower end of the pillar 14, and two retaining holes 84 b The bolts are inserted in communication with one of them, and tightened and fixed. At this time, a back plate 87 made of a rectangular steel plate or the like having substantially the same outer shape as the cross section of the beam girder 81 is fixed to a surface of the column 4 and the column 14 facing the surface where the beam girder 81 contacts.

Auxiliary retaining holes 87b are formed in the back plate 87 in the vicinity of each of the four corners. Screws are inserted through these auxiliary retaining holes 87b, and the framed laminated panel 1 with the base and the A framed laminated panel 51 is fixed to the laminated panel 11. At this time, two main retaining holes 87a communicating with the retaining holes 4c and 14d are formed in the back plate 87. That is, the bolts for fastening the beam girders 81 are fastened via the two main retaining holes 87 a of the back plate 87.

A beam girder 91 is laid over the top of the wall surface, like the beam girder 81. The beam girder 91 has substantially the same configuration as the beam girder 81, but differs from the beam girder 81 in that the beam girder 91 is thinner in accordance with the stress applied to the members constituting each part. That is, although the use of the beam girder 81 is a basement of the ceiling on the first floor and a basement of the floor on the second floor,
Since the beam girder 91 is used as a basement for a ceiling on the second floor and a basement for a roof, the stresses to be taken by the respective beam girders are different, and the thickness of the members constituting each part is also different.

That is, a spar 92 is attached along the periphery to the uppermost part of the wall surface composed of the frame laminated panel 11, the frame laminated panel 21, and the frame laminated panel 31 with through columns. Of the panels constituting the wall surface, from the cutouts 13b, 14a of the framed laminated panels 11, 21 to the beam 9
The beam girder 91 is fixed at the ends over the straddle 2. At this time, a retaining hole (not shown) is formed in the spar 92 adjacent above each of the retaining holes 13c and 14b formed in the notches 13b and 14a. The bolts are inserted through the two sets of holes of the connecting member of the beam girder 91, each of which is arranged in a row, and bolts are inserted, and the ends of the beam girder 91 are tightened and fixed.

As described above, the frame-type laminated panels 11 and 21 of this embodiment include two columns 13 and 14 facing each other, horizontal members 15 and 12 connecting the columns 13 and 14, and columns 13 and 14. , 14 and the horizontal members 15, 12 are provided with braces 18 constituting a truss.

The framed laminated panel 1 with the base of the present embodiment
A base member that connects two opposing columns 3, 4; a horizontal member 5 that connects the vicinity of the upper ends of the columns 3, 4; and a base member that connects the vicinity of the lower ends of the columns 3, 4 and forms a part of the base. 2 and
A strut 8 forming a truss is provided between the columns 3 and 4 and the horizontal member 5 and the base member 2.

The framed laminated panel 3 with through columns according to the present embodiment
Reference numeral 1 denotes two facing through columns 32, 33, horizontal members 34, 36 connecting the through columns 32, 33, and four window frame members 35 connecting the through columns 32, 33 and forming a window frame. And a base member 37 constituting a part of the base.

The framed laminated panel 1 with a base according to the present embodiment,
In the construction method using the frame laminated type panels 11 and 21 and the frame laminated type panel 31 with through columns, these panels are combined and joined by bolts to form a wall surface, and a joist 61 as a bridging member and a beam The beam 81 and the beam beam 91 are rigidly connected to each other. In the formed wall surface, the thickness of the members constituting each part becomes thinner as it moves upward from below.

Therefore, the frame-type laminated panels 11 and 21 of the present embodiment can be manufactured beforehand by using the columns 13 and 14 and the horizontal
5 and 12, and the bracing 18 are assembled.
The walls of the building can be easily configured with the 5, 12, and the braces 18. Therefore, it is possible to configure buildings of various different floor plans without assembling the columns 13, 14, the lateral members 15, 12 and the braces 18 on site, thereby shortening the construction period and reducing the production cost.

The framed laminated panel 1 with the base of the present embodiment
, In addition to the effects of the framed laminated panels 11 and 21,
The construction can be started from the state where the foundation work has been completed without having to go to the site just for base mounting work, so that the construction period can be further shortened and the production cost can be reduced.

The framed laminated panel 3 with through columns according to the present embodiment
1 If a building that requires through columns such as a two-story and a three-story house is used in a position that requires through columns, the through columns should be provided at positions that require through columns as in the case of the framed structure. Therefore, the present invention can be applied to 2-story and 3-story houses of various floor plans without any problem in strength.

The framed laminated panel 1 with the base of the present embodiment,
The building construction method using the frame laminated panels 11 and 21 and the frame laminated panel 31 with through columns is only required to combine these panels and join them with bolts. The installation of the frame and the mounting of the studs are completed. After that, the work is almost completed by assembling the windows and heat insulating materials and finishing the exterior and interior.

The opposing wall surfaces formed by laminating a plurality of frame laminated panels form joists 61,
Rigidly joined by bridging members such as beam girders 81 and 91, the stresses received by each panel are dispersed, so that not only the strength of the whole building is increased, but also the on-site assembly work can be performed safely. .

Further, the thickness of the column used becomes thinner as it moves to the upper floor, and it corresponds to the stress distribution applied to the pillar which becomes smaller as it moves to the upper floor, so that it is economically inexpensive and structurally inexpensive. It is as supple as a natural tree and can be built without waste.

In the above description, the joists 61 and the beam girders 81 and 91, which are the bridging members, are not necessarily the framed laminated panel 1 with the base, the laminated framed panels 11 and 21, and the laminated framed panel with the through column. It is preferable not to install the wall after the panel 31 is constructed but to install them sequentially as the panels are attached from below, because each panel is stable and safe even during operation.

In the above description, the number of trusses formed is not limited, but at least one of the two pillars and one of the horizontal members constituting the truss are connected to the other pillar. Preferably, a truss is formed.

Further, in the above description, the base members 2, 37
The material may be a chestnut tree, but is not particularly limited as long as it is a corrosion-resistant and hard material among woods. Further, as for the fixing member 71 connecting the base member 2 and the joist 61, the base fixing part 73 to which the column fixing part 74 is fixed is not particularly limited, and may be any one of the two base fixing parts 73.

In the above description, the through pillar may extend through two floors, but may extend through three floors. However, as the overall length of the pillars increases, the unit price per unit length increases significantly. Therefore, if the pillar spans two floors, the production cost can be reduced and the provision of inexpensive housing can be achieved. preferable.

In the above description, it is not always necessary to provide an opening in the framed laminated panel 31 with through columns provided with through columns. An opening may be provided in the laminated panel 11. However, the distance between pillars of a wall surface having no opening is usually about 90 cm, which is smaller than the width of a main window. Conversely, a distance of 90 cm is too short to place a through pillar next to the main window. It is preferable to provide an opening in the framed laminated panel 31 with through columns since an imbalance occurs between the panel and the strength surface.

[0075]

As described above, the frame-type laminated panel according to the first aspect of the present invention has columns, cross members, and braces previously assembled in a factory. ,
Since the walls of the building can be easily configured with columns, cross members and braces, it is possible to configure buildings of various various layouts without assembling the columns, cross members and braces on site, The construction period can be shortened and production costs can be reduced.

According to the second aspect of the present invention, in addition to the effect of the first aspect of the present invention, the foundation work can be completed without going to the site only for the work of mounting the base. Since the construction can be started from a state in which the construction has been completed, the construction period can be further shortened and the production cost can be reduced.

According to the construction method using the framed laminated panel according to the third aspect of the present invention, the stress distribution applied to the columns becomes smaller as the upper floor is moved and becomes smaller as the upper floor is moved. , So economically cheap,
Structurally, it becomes supple like a natural tree,
A lean building can be built.

According to the construction method of the present invention using the laminated frame-type panels, the opposed wall surfaces formed by laminating a plurality of laminated frame-type panels are rigidly joined by bridging members such as joists and beam girders. Since the stress received by each panel is dispersed, not only the strength of the whole building is increased, but also the assembling work on site can be performed safely.

[Brief description of the drawings]

FIG. 1 is a front view showing a state in which various framed laminated panels according to an embodiment of the present invention are combined.

FIG. 2 is a perspective view showing a framed laminated panel with a base according to an embodiment of the present invention.

FIG. 3 is a perspective view showing a framed laminated panel according to an embodiment of the present invention.

FIG. 4 is a perspective view showing a framed laminated panel with through columns according to an embodiment of the present invention.

FIG. 5 is an explanatory view showing an architectural structure using a framed laminated panel according to an embodiment of the present invention.

FIG. 6 is an enlarged perspective view showing a portion A in FIG. 5;

FIG. 7 is a partially exploded perspective view of FIG. 6;

FIG. 8 is an enlarged perspective view showing a portion B in FIG. 5;

FIG. 9 is a partially exploded perspective view of FIG. 8;

[Explanation of symbols]

 REFERENCE SIGNS LIST 1 framed laminated panel with base 2 base member 3, 4 column 5 horizontal member 6 stud 7 stud 8 bracing 11, 21, 51 frame laminated panel 12 horizontal member 13, 14 column 15 horizontal member 16 Stud 17 Retainer 18 Bracing 31 Framed laminated panel with through pillar 32,33 Through pillar 34,36 Horizontal member 35 Window frame member 37 Base member 38 Stud 39,40,41,42 Main stud 61 Joist 62 Siki 63 Metal Member 71 Fixing bracket 72 Substrate 73 Base fixing part 74 Column fixing part 75 Joist fixing part 81, 91 Beam girder 82 Upper floor base material 83 Lower floor ceiling base material 84 Connecting member 85 Stud column 86 Bracing 87 Back plate

Front page continued (51) Int.Cl. ⁶ identifications FI E04B 2/56 605 E04B 2/56 605J 601 601A 601B 603 603B 604 604F 611 611B 611C 611D 611K 611M 621 621A 621H 621K 631 631E 631J 631K 632 632D 632H

Claims (4)

[Claims] 1. A truss-like strut interposed between two pillars facing each other, a transverse member connecting the pillars, and the pillar and the transverse member. Framing laminated panel. 2. The framed laminated panel according to claim 1, wherein a base member is pre-assembled below the two columns. 3. The frame assembly according to claim 1, wherein when the plurality of frame-type laminated panels are stacked upward, the thickness of the pillars used becomes smaller as the position moves to the upper floor. Building construction method using laminated panels. 4. A frame lamination, wherein opposed wall surfaces formed by laminating a plurality of frame laminated panels are rigidly joined by a bridging member bridging with a predetermined vertical width. Construction method using a formula panel.