JPS61237727A - Single wooden building - Google Patents

Abstract

(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

[Detailed description of the invention] [Purpose of the invention] "Industrial application field" The present invention relates to a frame structure for a wooden building.

``Conventional technology'' In buildings using the so-called conventional construction method, the length of the studs used in the frame structure varies between the seventh and first floors, and the cross-sectional dimensions change depending on the location. Then, in the area where the window is attached, one side of the door for attaching a window sill, lintel, etc. is installed on the stud. The same goes for the girders and body inserts, with a joint only in the area where the studs come. Then, one side of the shikiguchi is attached only to the part where the small beam is attached to the horizontal beam.

Various spacings between the beams are used depending on the building, with the dimensions between the orthogonal beams being different. For the through columns, the total length is determined according to the height of the building, the ceiling height of the 7th floor, and the ceiling height of the first floor.

There is a connection part with the body sash etc.

``Problems to be Solved by the Invention'' In this so-called conventional construction method, there are basic modules, but because they are designed with flexible dimensions, there are an extremely large number of types of members that form the framework.

It is nearly impossible to complete and prepare each component in advance and construct a building according to a plan. Therefore, we cut the material to make the joints and joints according to the order, which makes it difficult to reduce costs.

Not suitable for mass production in factories. On the other hand, prefabricated buildings provide standard housing, but in the case of frame-based structures made of columns and horizontal members, a wide variety of structural members are used, although they are manufactured in factories.
There is still not enough quantity to mass produce strong parts.

The two-by construction method is an excellent method to solve the above problems. However, in the two-by construction method, there is little freedom in providing openings, and there are many cases in which the advantages of a certain construction method do not satisfy the user's sense of use value.

The present invention was made in view of the above-mentioned problems with the framework structure of buildings in the so-called conventional construction method, and it is an object of the present invention to provide a single-timber frame building that constitutes the framework of a building using the minimum number of structural members. It is.

[Structure of the invention]

``Means for Solving the Problems'' The present invention is a building in which all the wooden frame members except the roof and the floor frame, such as through columns, intermediate columns, beams, sills, girders, and girders, and the roof. It is a single-timber structure with one type of shape and size.

"Example" Hereinafter, nine embodiments of the present invention will be described with reference to FIG.

Each of the drawings shows one building, and Figure 1 is the front view.
The figure is the floor plan of the 7th floor, the third figure is the floor plan of the first floor, and the third figure is the floor plan of the first floor.
Figure 5 is the floor plan of the floor that will serve as the ceiling and shows the overall framework.

In the figure, the letters L are the corner pillars located at the four corners, which are inserted into the first corner of the four-sided foundation and become through-pillars. The corner pillars / and / are connected by a girder 3 that supports the second and third floors, and a girder on the floor that serves as the ceiling.

Distance H/ between the top surface of the foundation and the bottom surface of the sill 3 on the second floor,
, the distance H2 between the top surface of the sill J on the second floor and the bottom surface of the sill 3 on the third floor, and the distance H3 between the top surface of the sill 3 on the third floor and the bottom surface of the girder are the same. The corner pillar l has a base ko, 2.3
3 on the floor, Shiguchi j between the girders, 6. However, the joint 5 is a mortise, the joint 6 is a mortise with a short slot as shown in Fig. 6, and the end is a mortise and tenon. The t shown in FIG. 6 is an angle metal fitting whose both ends are fixed to the barrel inserts 3, 3 with reverse dowels or the like in contact with the outer surfaces of the barrel inserts 3 and the corner pillars in the perpendicular direction.

As shown in Figures 1 to 5, the studs D are (Id), (If), if the abscissa is 01 - nu and the ordinate is 0, a - j.
), (mouth d), (mouth f), (had).

(cf), (2a), (2b), (20), (2a)
t (two), (two g), (two h), (two one), (to a)
.

(b), (c), (d), (f), (g).

(h), (h) #()d), (f), (d).

(Chif') l (IJ C1) l (Sf) In principle, between the base of the horizontal member that is the outer peripheral material and the sash 3, between the sash 3 on the - floor and the 3rd floor. The opening width is approximately 90C between the 3rd floor sill and the girder.
Almost module 9 except for the part beyond the IH module
At 0crn, the inner rectangles are arranged at equal intervals.

All studs 9 have the same length except for the joint part, and studs 9
For example, there is the same joint between the horizontal frame member 3 and the
/ is provided. For example, Shiguchi/l is a tenon stand. The shape and dimensions of the tenons are all the same, and the joists 3, bases, and girders of the horizontal members are provided with mortise holes into which the tenons provided in the studs are inserted.

As shown in FIGS. 2 and 3, the four-sided horizontal members located at the positions that define the inside and outside sides are the base, the sill 3, and the girder, all of which have the same cross-sectional width. The length of these horizontal members is 2NX de oan (N
=t, j**a*,). However, long ones are connected with joints.

Cross beams on the first and third floors/2. IJ has the same cross-sectional height as barrel insert 3. Both ends of the horizontal beams /C and /3 are connected to the trunk sash 3, and they are joined by a hanging joint /II. Horizontal beam/1. I.J.
are parallel to each other in the same direction, and there are approximately 90
(Arranged in the M module. The cross-sectional widths of the cross beams /C and /J are equal.

The cross section of the joist 13 that crosses the foundation is a cross beam.

It is the same as 13, and the foundation and joists are the same! Shiguchi/6 is the same dovetail as Shiguchi/4c mentioned above.

And the top surface of the foundation and the joists/! The top surfaces of the two are on the same plane. The concrete cloth foundation λ6 is the same as the conventional one, and the joists 13 are supported from the ground by bundles and foundation stones as necessary. That is, in order to make the studs 9 of the first floor that stand directly on the ground have the same length, candle stones are used as the foundation stones.

As shown in Figure 3, the framework of the ceiling floor has 17 girder beams.
are engaged by Shiguchi/l, and the lower surfaces of the girder and the Shiguchi beam 17 are on the same plane. The cross section of the cross beam L is equal to the cross section of the cross beam /J, /,7.

Such a horizontal beam/ko, 13, joist l! , the shingle beams /'7 are provided with joints IQ, /6 at approximately module 90-intervals so that these inner rectangles can be attached to the base, the girder 3, and the girder, respectively, at equal intervals.

Between the crossbeams /l, /, I of each floor and the crossbeams 3 of each floor, the adjacent crossbeams i2. A small beam 19 is passed between comrades i and y. This small beam/de is between the foundation and joist 13 and joist 13
The same thing is used between the comrades, and the same thing is also used between the girder and the girder, and between the girder and the girder. Xiaoliang l? The connection between these and other members! / are made on the same abutment. Therefore, the base ko, the trunk holder 3
, girder 41 +
, the transverse beam l, /3, and the shingle beam / have parallel beams l with small beams /9 on both sides at approximately module qoan intervals. This work loco is provided regardless of whether a small beam is provided or not. The seat of the Shiguchi 21 may be replaced with a hardware or a hardware. Therefore, the beams/de are all the same.

There is a mortise hole on the upper side of the girder girder and the girder l, which is the same as the tenon into which the tenon of the stud 9 provided below can be inserted, and a bundle here is placed upright in the mortise hole. 3 purlins on each 2 bundles
, pass the ridgepole Koda, and the ridgepole Koda! is the main building J1 ridgepole 2
'l is fixed on top. In other words, a Japanese roof frame is suitable for the roof frame, but other types of roofs are also possible if girders and beams are used.

In the present invention, in this way, the same corner pillars 11 have the same studs, the sills 3 have one side of the joint locos at regular intervals, and the crossbeams 111 have one side of the joint locos on both sides at regular intervals. There are 7 types of girders with one side of the girders 21 provided on one side at regular intervals, and 1 type of small beams 19.

In the above, the inner long one of the horizontal members is shown in Fig. 3.A line A-A, which is a constant chain line parallel to the ordinate, passes through a point close to 2 on the abscissa, and 2 on the abscissa. The dimensions are such that the B-B line passing through a point close to , can be connected by the joint number at the point where the cross beam 1, 13, and the cross beam /7 are cut. In this way, raw materials with a length of 3.6 m or less can be used.

however,! r, II In order to use raw materials with a length of m or less, cross beam/
2. /3, it is also possible to connect the strut beams. A
- On the girder side sill 3 parallel to the A line, between the ordinates cd and gf for the girder (0-0 parallel to the abscissa passing through the point on the side closer to 1, f, on the D-D line) These are the dimensions connected by joints.The positions of these joints are constant.Therefore, the length L/ and length !2 of the cross beam/2, etc. are connected at a constant length.Other long lengths It is also used as a horizontal member.

The plan view of the basic frame structure as described above is 7.
The floors are as shown in the diagram. In Figure S, J/ is the entrance door, 3 is the approach, 3J is the open garden adjacent to approach J2, and 34! is the entrance, 3! is located in the living room and is adjacent to the three access points through the fitted curved glass 30. J6 is a Japanese-style room, 3rd is a living room 33, and a Japanese-style room 36.
There is a rock garden adjacent to it through a sliding glass shoji screen. On this first floor, the coordinates are (heb), (nub).

(J) excludes studs.

- The floor plan is as shown in Figure 9. 3t is the dining kitchen, Jde is the dressing room and bathroom, lIl is the toilet, lIko is the atrium, Ko 3 is the landing of the stairs lIO, and 1III is the atrium. For the staircase lIS between the / and - floors, one of the first floor cross beams / (passing through the ordinate g) is supported by a column 9 located at the coordinate (i g) between the / and second floors. This cross beam is used by cutting the standard cross beam described above. In addition, the coordinates (b), (b).

For (c), (c), etc., studs are added for the floor plan of the first floor.

The plan view of the third floor is as shown in Figure 1O. A Western-style room as you enter through the doors on both sides at the top of the stairs! ? , 4'7 is provided, and one side has 4 stairs! -When you reach the end of the hallway llff that starts from the exit of O, you will reach the balcony dub through the door. Da4. The stairwell is octopus.

The atrium is connected to either of the p+, and the atrium 6 and veranda II 9 are separated by a glass 3/2. The third floor does not have studs located at the coordinates (Heb) and (Heh) shown in Figure D.

Although the above is an example of one floor plan, various floor plans are possible by cutting out and disposing the studs 9 to an appropriate extent.

The spacing between adjacent horizontal members such as beams, girders, cross beams, etc. is the same size, the small beams are constant, and the distance between the inner rectangles between horizontal members in the vertical direction is the same for each floor. Each structural material is limited to a minimum type.

The internal rectangular dimensions between each member are the same vertically, horizontally, vertically and horizontally, so when standardizing and standardizing the interior and exterior, especially the interior, it is only necessary to assemble it, and the frame must be cut down to fit it. There is no need to insert a liner or the like between the structure and the structure.

Since the dimensions in the vertical, horizontal, and horizontal directions are standardized as described above, the bracing can also be standardized. “From this point of view, when installing the opening frame of an aluminum sash window between the studs, it can be fitted without fitting a liner between the stud and the opening frame of the aluminum sash window.

Furthermore, the length of the window sill and lintel can also be made constant.

〔Effect of the invention〕

In the present invention, the first floor frame such as through columns, intermediate columns, beams, small beams, girders, and girders, and all the wooden frame members except the roof are attached to one building and each has one type of shape and size. Since it is a single-timber building, (1) the frame structure of the building can be constructed using only the structural materials prepared in advance.

(2) A variety of layouts can be created using only pre-prepared structural materials.

(3) Structural materials are standardized and can be manufactured at low cost through mass production.

(4) It is easy to change the design of the frame.

(5) As a set, users can construct buildings of their choice.

As described above, according to the present invention, all that is considered is the assembly configuration, and it has the great effect of eliminating the burden of having to design the frame of the building while considering the various members.

[Brief explanation of drawings]

The drawings all show embodiments of the present invention, and FIG. 1 is a front view;
Figure 1 is / floor plan, Figure 3 is λ floor plan, Figure ψ is 3
Floor plan, Figure 3 is a shed assembly plan, Figures 6 and 7 are perspective views of the gate, Figure 2 is a plan view of the 7th floor, Figure 2 is a plan view of the 2nd floor, and The figure is a plan view of the third floor. /... Corner pillar Co... Foundation 3... Trunk lI-- Girder j, A, 7-- Shiguchi t... Angle hardware 9... Stud /l... Shiguchi is, is... Cross beam /4 (... Shiguchi 15... Joist / A... Shiguchi / Ri... Shiki-liang /
1. Enter: Rien 19. e small beam -/... Shiguchi here...
Bunch 3... Main building 21I... Purlin 5... Rafters
Coro...Cloth foundation 30...Glass 31...Entrance/exit door
3-e Approach 33- Garden 3 Hiroshi Entrance 33
・・Living room 36・・Japanese-style room 3゛7・・Rock garden 3g・・Dining kitchen 39・・Dressing room and bathroom G／・・Toilet 4! Ko, Doug...Stairwell lI5...Stairs 'It...
Lubukiuki 4 (7...Western-style room II/Self-corridor Dove...Veranda!L...Glass.

Claims (1)

[Claims] 1. The first-floor floor frame, such as through columns, intermediate columns, beams, beams, girders, and girders, and all wooden frame members, excluding the roof, are attached to one building and each has one type of shape and size. Ichikigumi architecture.