JPH083215B2 - House construction method - Google Patents

Description

DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention uses a beam used in a house of a frame construction method and a beam used in a house of a panel construction method in common, and in a pillar and a panel construction method in the frame construction method. The present invention relates to a house construction method for constructing a house in which the pillars are arranged between large-sized wall panels by making the panel mounting portion the same as the connecting fitting.

[Conventional technology]

Conventionally, there are a frame construction method and a panel construction method as a construction method for constructing a prefabricated house in which construction members are produced in advance in a house, particularly a factory.

The frame construction method means, for example, in the case of a two-story building, as shown in FIG. 25, floor beams b and roof beams c that form a gap between through columns a.
After assembling the frame structure d by using, etc., the wall panels e ... Are attached to the frame structure d. In the house of the frame construction method, the pillars a, the beams b, c, etc. are members made of steel, and since the frame structure d has high strength and excellent rigidity, it is attached to the frame structure d. The wall panel e generally does not need to withstand strength, and therefore, in order to reduce the weight and improve the handleability such as construction, for example, a frame made of a combination of wooden frame members is used, and its width is It is formed as a small-sized wall panel having a width that is about one time the standard module M that is the standard length of a house.

The frame structure d itself of this frame construction method is also roughly classified into a frame structure and a pin structure.

As shown in Fig. 27, the ramen structure means pillars a and beams b.
In this structure, the rigidity of the column a needs to be high, while the rigidity of the beam b is high, as shown by the chain line in the deformation when a horizontal force acts. It has the feature that it can be made relatively small.

As shown in FIG. 28, the pin structure means that the pillars a and the beams b are joined by pins, and the horizontal force is reinforced by the braces f diagonally laid on the vertical and horizontal planes. Since the horizontal force can be carried by the brace f, the rigidity of the column a can be reduced.

On the vertical wall surface, the brace f is formed as a load bearing panel g in which the brace f is incorporated into the wall panel e, and is rigidly joined to the beams b, c, the foundation h, etc., as shown in FIG. The load-bearing panel g is also used for the frame structure d of the rigid frame structure to reinforce the frame structure d and also help to reduce the cost as a whole.

On the other hand, in the panel construction method, as shown in FIG. 26, the house is assembled by connecting the wall panels e with the connecting fittings i. In addition, in this panel construction method, the downstairs wall panel e1
Are reinforced by placing a floor beam b in the shape of a barrel and a roof beam c on the upper wall panel e2.

Further, in this panel construction method, since it is premised that no columns are used, the wall panel e uses a frame in which a steel frame member is arranged in a rectangular shape, and the vertical frame member bears a vertical axial force. . Regarding the horizontal force, in addition to the stress skin construction method in which the surface materials attached to the front and back of the frame support
There is a method of using a wall panel incorporating a brace f shown by a broken line. Although the panel by this stress skin method is easy to manufacture, it is restricted by the position and size of the opening provided in the wall panel e.

Although this panel construction method can make the assembly extremely efficient and can reduce the construction cost, since the weight of the wall panel is large, the machine assembly construction using a crane or the like is a prerequisite. On the other hand, in this construction method, since it is premised on the machine assembly work, the wall panel e is three times as large as the reference module M.
A large wall panel with an extremely wide width of about 6 times is adopted.

Therefore, in the frame construction method, no machine assembly work is required, and in contrast to the site conditions not being required, the panel construction method requires the use of cranes, etc. There are also differences such as the ease of addition and the difficulty of extension and renovation with the panel construction method.

[Problems to be Solved by the Invention]

However, conventionally, the above-mentioned frame construction method and panel construction method have been systematized as independent series, respectively, and it is intended to construct a complex house by using the building members of the house of each construction method for one roof. There isn't.

As a result, the building members of the house in each part, including the balcony and veranda in the frame construction method, and the building members of the house in the panel construction method lack commonality, and it is necessary to design and produce them separately. It takes time for logistics, inventory management, etc.
It will be inferior in productivity.

In each construction method, when adopting a heavy roof different from the standard, a wall panel such as a heavy concrete panel on the upper floor, according to the request of the construction owner, and also in a house constructed in a snowy area, etc., Reinforcement construction with different contents is required for each construction method, such as when a load larger than the standard load is applied, making a series of operations such as design and construction complicated.

 There are issues to be solved.

INDUSTRIAL APPLICABILITY The present invention can construct a house in which the pillars used in the frame construction method are arranged between the large wall panels used in the panel construction method by integrating the beams, columns, and connecting fittings in the frame construction method and the panel construction method. The object is to provide a house construction method that can solve the above problems.

[Means for solving the problem]

INDUSTRIAL APPLICABILITY The present invention is used in a house of a frame construction method in which a small wall panel having a frame of 1 module width, which is a standard length of a house, is arranged in a frame structure in which columns and beams are assembled. The beams arranged between the panels and the large wall panel having a frame made of steel and having a plurality of module widths are connected to each other using connecting fittings arranged on the upper and lower ends of the large wall panel, and the upper and lower floors are connected. Of the beam used in the house of the panel construction method in which the beams are arranged between the large wall panels, and the panel mounting portion for connecting the large wall panels with the connecting fitting used in the house of the panel construction method, It is a house construction method for constructing a house in which the pillars are arranged between the large-sized wall panels by making the pillars used in a house of a frame construction method the same panel mounting portion for mounting the small-sized wall panels.

[Action]

The beam used in the frame construction method and the beam used in the panel construction method are common.

Generally, in a prefabricated house, a pitch of a certain length, that is, a standard module M is used as a standard for dimension design.
Is adopted. Further, as a method of setting the reference module M, as shown in FIG. 29, the length Lc between the centers of the columns a and a is Lc.
In addition to the so-called single grid method in which the reference module is an integral multiple of the reference module, there is a double grid method in which the length L between the facing sides of the columns a and a is an integer multiple of the reference module M. This length L corresponds to the length of the beam bridged between the pillars a and a. Therefore, the common beam length in the frame construction method and the panel construction method means that both of them are set based on the double grid method. means.

Furthermore, by making the panel mounting portion of the pillar used in the above-mentioned frame construction method and the connecting metal fitting used in the panel construction method the same, a so-called frame construction method in which the frame construction method and the panel construction method are combined according to the required specifications.・ A house with a panel construction method can be constructed.

This makes it possible to standardize and integrate building construction materials, greatly reduce the time and effort required for designing and manufacturing, and increase the productivity of house construction by enabling the systemization and compounding of materials. sell.

〔Example〕

 An embodiment of the present invention will be described below with reference to the drawings.

FIG. 1 shows an example of a house H of a so-called frame / panel construction method constructed by the house construction method of the present invention in a state of being built.

A house H of a frame / panel construction method includes a pillar 3, a beam 4, and a large wall panel PL.

The large wall panel PL can be used for the house HA of the panel construction method shown in FIG. 2, and the pillar 3 is used in common with the house HB of the frame construction method shown in FIG.

The beam 4 is also commonly used in the houses HA and HB of the frame construction method and the panel construction method. Therefore, also in the house H of the frame assembly / panel construction method, the panel construction method and the frame construction method shown in FIGS. Similar to the houses HA and HB, the double grid method in which the length L between the facing sides of the pillar a shown in FIG. 29 is an integral multiple of one module (hereinafter referred to as the standard module M) which is the standard length of the house Adopted.

The pillar 3 uses a corner portion of the foundation D and a through pillar 3A which is erected between the corner portions and extends upstairs, and the lower and upper floors have a plurality of module widths, in this example, the reference module M3.
Wide double-wall panel PL3 with wide width and reference module M
A large wall panel PL4 that is four times as long as the As the large-sized wall panel PL, one having an opening such as a doorway, a window, or a blind one having no opening is appropriately selected and used.

Further, the beam 4 is a girder-shaped floor beam 4A made of a lattice beam, which is arranged between the large-scale wall panels PL, PL on the upper and lower floors, and a cross-section I-shaped located on the upper surface of the large-scale wall panel PL on the upper floor. Roof beam 4B
And has the same length as the width of the large wall panel PL to which the beam 4 is attached.

The pillar 3 is a pillar shared with the house HB of the frame construction method,
Also, the large wall panel PL is used in the house HA of the panel construction method,
Further, the beam 4 can be commonly used in both the HA and HB houses of the frame construction method and the panel construction method.

Here, the houses HA and HB of the panel construction method and the frame construction method will be described (in addition, in FIGS. 1 to 4, for simplification of the drawings, each member for attaching the wall panel to the foundation D and the beam 4 is described. (Omitted and shown with wall panels in contact with foundation D, beam 4).

[About panel construction method]

As shown in FIG. 2, the house HA of the panel construction method connects the large-sized wall panels PL using the connecting metal fittings 6 arranged at the upper and lower ends of the large-sized wall panels PL, and also at the upper and lower floors. Floor beams 4A are arranged between the large wall panels PL, PL, and roof beams 4B are attached to the upper surfaces of the large wall panels PL on the upper floors.

As shown in FIG. 5 (a), the floor beam 4A includes end plates 43, 43 located at both ends between an upper chord member 41 and a lower chord member 42, which are groove-shaped members whose groove portions are opposed to each other, and the end plate 43. A pair of mounting plates that face the side surface of the floor beam 4A across the reference module M from
44, 44, and the end plate 43 and the mounting plate 44, and the mounting plates 44, 44 are connected by a lattice 45 connecting in a V shape. A reinforcing plate 47 is fixed between the mounting plates 44 and 44 facing each other.

The horizontal web of the upper chord member 41 and the lower chord member 42 is a mounting piece 47.
A and 47B are formed.

As shown in FIG. 5 (b), the roof beam 4B has vertical end plates 43 attached to both ends of a base body made of a spliced beam in which webs of channel steel are welded back to back. The mounting pieces 47A and 47B are formed by the flanges.

The length between the end faces of the end plates 43, 43 is determined by the reference module M.
Is set to multiple times.

The large wall panel PL is, as shown in FIG. 5 (a),
It includes a large wall panel PLA having a frame pLA with diagonal members 24 and a large wall panel PLB having a frame pLB without diagonal members shown in FIG.

The frame pLA is an outer frame 22 in which vertical frame members 21c, 21c made of square steel pipes are laid across both ends of an upper frame member 21a and a lower frame member 21b made of grooved steel with groove portions facing each other. Equipped with. In addition, in the outer frame 22, a vertical frame member 2 with grooves facing each other is provided.
3, 23 are arranged, the vertical frame members 23, 23, and the upper and lower frame members 21a,
The diagonal member 24 is arranged in a diamond shape in a space surrounded by 21b.

As a result, the large wall panel PLA has the vertical frame members 21c, 21
The c, 23, and 23 bear the axial force in the vertical direction, and the diagonal member 24 carries the horizontal force. In the case of the frame pLA shown in FIG. 5 (a), one vertical frame member 23 is arranged in contact with the vertical frame member 21c at one end while leaving a space for forming an opening at the other end. There is a middle beam 25 made of wood.
Below the lower frame member 21b, a leg member 26 having the same length as the lower frame member 21b is provided.
Are attached via the vertical frame members 21c and 21c at both ends and the joint pieces 27 located below the inner vertical frame member 23.

Further, in this frame pLA, as schematically shown in FIG. 6, an interior material 28A and an exterior material 28B are provided between the upper frame member 21a and the lower frame member 21b.
To form a large wall panel PL.

In the frame structure pLB shown in FIG. 7, middle bars 25 are bridged between the outer frames 22 having the leg members 26 at appropriate pitches, and the interior material 28A and exterior material 28B not shown are additionally provided. As a result, a large blind wall panel PLB having no opening can be formed.

The beam 4 and the large wall panel PL are joined together by using a joint fitting 5.

As shown in FIG. 5 (a), the joint fitting 5 includes an upper piece 51,
Both ends of the lower piece (52) are joined by side pieces (53, 53) and a back piece is provided at one edge to form a deep-sided tubular shape. Further, the joint fitting 5 is the upper piece.
51 is bolted to the lower surface of the lower mounting piece 47B of the beam 4, and the lower piece 52 is bolted to the upper surface of the upper frame member 21a of the large wall panel PL.

Further, the joint fitting 5 is a vertical frame member in the large wall panel PL.
Position them on a substantially vertical line passing through 21c and 23, respectively. Therefore,
In the case of the large wall panel PLA shown in FIG. 5 (a), it is arranged above the vertical frame members 21c, 21c at both ends and above the inner vertical frame member 23. In the case of the large wall panel PLB shown in FIG. 7, it is arranged only above the vertical frame members 21c, 21c at both ends.

As a result, a gap G is formed between the upper surface of the large wall panel PL and the lower surface of the beam 4 arranged above the large wall panel PL as shown in FIG.
Are formed between the joint fittings 5 and 5, respectively. The joint fittings 5 are located on the vertical lines of the vertical frame members 21c and 23 between the large-scale wall panel PL on the lower floor and the upper floor, and the floor beam 4A and the roof beam 4B, respectively.

In this way, by arranging the joint fitting 5 on the vertical line of the vertical frame members 21c and 23 for bearing the axial force, the vertical axial force acting on the beam 4 can be carried by the vertical frame members 21c and 23. Transmits smoothly downward.

Further, by forming the gap G between the joint fittings 5 and 5, the flexure of the beam 4 between the joint fittings 5 and 5 is absorbed, and the flexure is prevented from being transmitted to the large wall panel PL. This allows
The interior material 28A, which prevents bending and bending that occur in the large wall panel PL when the lower surface of the beam 4 and the upper surface of the large wall panel PL contact each other,
Effectively prevent damage such as deformation and cracks that occur in the exterior material 28B.

Therefore, the large-sized wall panel PL carries the axial force by the vertical frame members 21c and 23, and the horizontal force is carried by the appropriately arranged diagonal member 24.

Adjacent large wall panels PL, PL are joined together by a connecting fitting 6.

As shown in FIG. 2, the large-sized wall panels PL are laterally juxtaposed with a gap K1 therebetween and are arranged at a right angle with a gap K2 at a corner portion. The gaps K1 and K2 are both set to be the same (hereinafter referred to as the gap K), and the connecting fitting 6 is arranged in the gap K.

The connecting metal fitting 6 is a connecting metal fitting 6A for parallel connection that connects between the large-sized wall panels PL arranged side by side as shown in FIG. 2 and FIG.
And a connecting fitting 6B for connecting a corner portion and for connecting a corner shown in FIGS. 2 and 9.

The connecting metal fittings 6A are aligned with the mounting holes 29a provided on the side end surface of the large-sized wall panel PL on both sides of the horizontal base piece 61 which can be inserted into the gap K by being horizontal and having the same plane shape as the gap K. The fixing piece 62 having the hole 62a
It is arranged at a right angle to 1, and one side edge thereof is joined by a back piece 63, and the base piece 61 is also provided with a hole 61a. The fixing piece 62 is provided with a hole portion 62a aligned with the mounting hole 29a, so that the fixing piece 62 has a large wall panel P.
A panel mounting portion J that is mounted on the side end surface of L is configured.

Therefore, as shown in FIG. 10, the connecting fitting 6A can be connected to each other by using bolts and nuts that pass through the hole portion 62a of the fixing piece 62 and the mounting hole 29a of the side end surface of the large-sized wall panel PL. .

In addition, connecting metal fittings that connect the large-scale wall panels PL downstairs at the bottom
The base piece 61 of 6A is bolted to the anchor bolt Da provided on the foundation D.

The connecting metal fitting 6A located above is bolted to the base metal piece 61 of the connecting metal fitting 6A having the same construction, with the base piece 61 facing upward, and the space between the base metal piece 6A and the mounting hole 48a under the floor beam 4A.

A connecting metal fitting 6A connecting the large wall panels PL on the upper floor with the lower end
The base piece 61 is bolted to the base piece 61 of the connecting fitting 6A to be attached using the attachment hole 48a at the upper end of the floor beam 4A.

Further, as shown in detail in FIG. 9, the connecting fitting 6B for connecting the corner portion has a base piece 61 having the same shape as the base piece 61 of the connecting fitting 6A.
Fixing pieces 62, 62 having a hole portion 62a and intersecting each other at a right angle to form the panel mounting portion J are formed, and in the gap K at the corner portion, like the connecting metal fitting 6A, the large wall panel PL is formed.
You can connect between.

In the panel construction method, for example, the wall body is mainly formed in the house HA by using such a building member of the house.

At the time of installation, as shown in FIG. 6, the large wall panel PL and the beam 4 are previously connected by the joint fitting 5. Further, it is erected while being lifted by a crane or the like using eye bolts 49 passing through mounting holes 48b provided in the vicinity of both ends of the mounting piece 47A on the beam 4.

For the large-scale wall panel PL downstairs, the attachment holes provided in the leg members 26 are inserted into the anchor bolts Da of the foundation D and bolted (shown in FIGS. 10 and 11). In addition, after connecting the large-scale wall panel PL of the downstairs and the floor beam 4A using the connecting metal fittings 6A and 6B, the large-scale wall panel PL of the upper floor is similarly built.

This will assemble the walls of the house HA one after another,
A house HA can be formed by providing floors, roofing materials, etc.

[About frame construction method]

 Next, the house HB of the frame construction method will be explained.

As shown in FIG. 3, the small wall panel PS is basically arranged on the frame structure F in which the columns 3 and the beams 4 are assembled, and in addition to the small wall panel PS, horizontal force and axial force are applied. A load-bearing panel PF that enhances the rigidity of the house is also used.

The small wall panel PS, as shown in FIG.
An upper frame member 21a and a lower frame member 21b, both of which are made of wood, are connected to the outer frame 22 by connecting both ends of the upper and lower frame members 21c, 21c to each other. With framework pS,
In addition, an interior material 28A and an exterior material 28B are attached to the front and back. Further, by setting the width to be about 1 time smaller than that of the reference module M, the weight can be reduced, and manual transportation and assembly are possible.

Further, a mounting metal fitting 8 for mounting on the beam 4 is bolted to the upper frame member 21a. Further, on the lower surface of the lower frame member 21b, there is provided a groove 29b into which the base metal fitting 9 is fitted.

As shown in FIG. 16, the mounting bracket 8 comprises a stationary portion 8A and a movable portion 8B. The stationary portion 8A includes a bottom piece 81 bolted to the upper frame member 21a and a holding piece at the inner end via a standing piece 82.
An inwardly extending overhanging piece 84 having 83 is provided. Movable part
8B, at the upper end of the hanging piece 86 along the standing piece 82, is provided an outward protruding piece 87 having a sandwiching piece 88 at the outer end, and the standing piece 82, the bolt 89 and nut passing through the hanging piece 86. By fastening, the mounting piece 47B of the beam 4 as shown in FIGS.
The upper ends are attached by sandwiching the sandwiching pieces 83, 88.

As shown in FIG. 17, the base metal fitting 9 has an inner edge of a bottom piece 91 having a hole 92 through which the anchor bolt Da can be inserted.
A supporting piece 94 that rises upward at the center of the hole 92 is provided via an L-shaped bent piece 93.
Fit in 29b. The base metal fitting 9 can be attached to the mounting piece 47A on the upper surface of the floor beam 4A by a bolt so that the small wall panel PS on the upper floor can be mounted and the L-shaped bent piece 93 is provided. It can also be fixed by the anchor bolt Da that is planted in the center of the upper surface Db of the foundation D.

Furthermore, the load-bearing panel PF, as shown in FIG.
An outer frame 22 composed of upper frame members 21a and 21b and vertical frame members 21c and 21c, both of which are made of channel steel and are arranged inwardly in a rectangular shape.
Inside, diagonal members 24 are arranged in a rhombus, and below them, leg members 26
Is provided with a frame pF provided via the joint pieces 27, 27.

The load-bearing panel PF is a beam 4 using the joint fittings 5 and 5 described above.
Further, both ends thereof can be connected by bolts, and can be fixed to the mounting piece 47A at the upper end of the foundation D and the floor beam 4A by the mounting holes provided in the leg pieces 26.

The pillar 3 includes a through pillar 3A shown in FIG. 18 (a) for forming a multi-storey house, and a first floor pillar 3B shown in FIG. 18 (b) for forming a single-story building.

The through pillar 3A has horizontal fixing plates 32, 32 at the upper and lower ends of a base 31 made of a square steel pipe having a length from the upper surface of the foundation D to the upper end of the roof beam 4B and having the same outer peripheral surface as the base piece 61 of the connecting fitting 6. It is provided.

Further, the pillar 3A has holes 32 provided in the upper and lower fixing plates 32.
Notch holes 33, 33 leading to a and 32a are provided at the top and bottom,
In order to be commonly used for the house HA of the panel construction method, the mounting holes 29a on the upper and lower side end surfaces of the large-sized wall panel PL and the hole portions 31a that can be aligned with the hole portions 48a on the side surfaces of the beam 4 are provided on at least three surfaces. Has been drilled. As described above, the pillar 3A has the same panel mounting portion J as the panel mounting portion J of the connecting fitting 6 by providing the hole portion 31a aligned with the mounting hole 29a of the large wall panel PL. It can be used by arranging it in the gap K by replacing it with the connecting fitting 6.

In the case of a one-story building, since the roof beam 4B is directly placed on the upper end of the small wall panel PS in the lower floor, the first-floor pillar 3B is set to a height reaching the upper end of the roof beam 4B, and similarly. The panel mounting portion J is formed.

 Further, the pillar 3 may include a tube pillar 3C shown in FIG.

The tube column 3C has the same structure as the through column 3A except that the height thereof is almost the same as that of the large-sized wall panel PL, and the notch holes 33, 33 are provided on the upper and lower sides of the substrate 31, and at the upper end of the substrate 31. Fixed plate
32 is provided with a hole 32a, and the base 31 is provided with a panel mounting part J having a hole 31a which can be aligned with a mounting hole 29a provided on the side end surface of the large wall panel PL. Therefore, the tube column 3C can also be used in place of the connecting fitting 6, and its mounting state is shown in FIG. Further, in FIG. 13, the connecting metal fittings 6 ...
FIG. 14 shows the case where the pipe columns 3C are used on the upper and lower floors in comparison with each other.

[Explanation of column strength]

As described above, the beam 4 and the pillar 3 are shared by the house HB of the frame construction method and the house H of the frame / panel construction method.

On the other hand, it is necessary that the building HA of the panel construction method formed by using the connecting fittings 6 and the frame construction method HB using the columns 3 have substantially the same building rigidity.

Therefore, as shown in FIG. 19 (a), when the large wall panels PL, PL are juxtaposed with a gap K in the panel construction method, the axial direction obtained by the vertical frame members 21c, 21c sandwiching the gap K is obtained. In order to make the rigidity of the column 3 substantially equal to the axial rigidity Ea borne by the column 3 in the frame construction method shown in FIG. 19 (b), the axial rigidity Ea of the column 3 and the vertical frame member 21c The ratio Ea / Eb to the axial rigidity Eb is set to 1.5 or more. As a result, the rigidity of the two vertical frame members 21c, 21c in the axial direction (2 × E
b) and the axial rigidity Ea of one pillar 3 can be almost balanced, and the pillar 3 can be shared when the building members of the house of each construction method are mixed.

The ratio Ea / Eb is preferably 1.8 or more and 6 or less, more preferably 2 or more and 4 or less. In order to improve the rigidity Ea of the column 3 in the axial direction, it is preferable to increase the plate thickness of the column 3 or arrange an appropriate stay (not shown) inside.

When the ratio Ea / Eb exceeds 6, the pillar 3 has an excessive quality, and when it is less than 1.5, the building rigidity of the house HB of the frame construction method is reduced as compared with the house HA of the panel construction method.
In the house HB of the frame construction method, the ratio Ea / Eb is 1.5 or more and 4 by appropriately dispersing the load-bearing panels PF.
It is possible to equalize the building rigidity in the following ranges.

[Common height]

Further, in the house H of the frame / panel construction method, it is possible to mix the large wall panel PL and the small wall panel PS, and as shown in Figs. The height H1 between the floor beam 4A and the lower surface of the floor beam 4A and the height H2 between the upper surface of the floor beam 4A and the lower surface of the roof beam 4B are the same when the large wall panel PL and the small wall panel PS are used. And As shown in FIG. 21 and FIG. 23, the mounting bracket 13 for mounting the floor panel PL is fixed to the upper surface Db of the foundation D. Therefore, the height H1 is equal to the plate thickness H3 of the mounting bracket 13. , Set higher than the height H2. As a result, it is possible to use a large-sized wall panel PL with the same size on the lower floor and the upper floor, and also to use a small-sized wall panel.
PS can be installed in common.

[Summary and other examples]

As described above, in the building members for the houses HA and HB of the panel construction method and the frame construction method, the beams 4, and the panel attachment portions J of the pillars 3 and the connecting fittings 6 are made common, so that the house HA, In addition to HB, for example, a large wall panel shown in Fig. 1
It becomes possible to construct a house with a framework and panel construction method in which pillars 3 are arranged between PLs.

Further, as shown in FIG. 4, it is possible to construct the house H by using a greater number of types of the building members of the house that are systematized and integrated as described above as compared with the house H of FIG.

In the house H shown in FIG. 4, a bulging portion Ha having a plurality of wall panels P inclined in a V-shape is projected from the house main body Hb. In addition, a flat building portion Hc is formed in the house body Hb.

In the lower part of the house Hb, on the right side of the figure is the above-mentioned pipe pillar.
An outer wall is formed by arranging a large wall panel PL having a floor beam 4A on its upper surface between 3C. In addition, the upper part of the floor is
As shown on the left side of the figure, through beams 3A, roof beams 4B at the top of 3A
An outer wall is formed by arranging the small wall panels PS, PS between the frame structures F spanning over. In addition, one-story building part Hc
Has small wall panels PS ... on a frame structure F composed of columns 3B and roof beams 4B.

In the interior of the house, load-bearing panels PF are used.

The bulging portions Ha are formed by using the large-sized wall panel PL3, the small-sized wall panels PS1, PS2, and are inclined in a dogleg shape and are juxtaposed with a gap N between the bent portions. , Connect using the connecting fittings for diagonal connection,
Further, the connecting beams 4a, 4b, 4c are connected.

As described above, the house construction method of the present invention uses house construction members commonly used for the house H of the frame / panel method, the houses HA and HB of the panel method and the frame method. Therefore,
The house H shown in FIG. 1 can be formed by using the pillar 3, the beam 4, and the large-sized wall panel PL among the building members of those houses. When other construction members are used, it becomes possible to construct a house shown in FIG. 4 in which the large wall panel PL and the small wall panel PS are mixed in each part of the first floor.

〔The invention's effect〕

As described above, the house construction method of the present invention uses the beam used in the frame construction method and the beam used in the panel construction method in common, and the panel mounting portion of the pillar used in the frame construction method and the connecting metal fitting used in the panel construction method is provided. By using the same structure, a house with a framework and panel construction method will be constructed. Therefore, the building members of the house can be integrated, the labor for designing and manufacturing can be greatly saved, and various houses can be constructed efficiently and with high productivity.

[Brief description of drawings]

FIG. 1 is a perspective view illustrating a house of a frame construction method, FIG. 2 is a perspective view illustrating a house of a panel construction method, FIG. 3 is a perspective view illustrating a house of a frame construction method, and FIG. FIG. 5 (a) is a perspective view illustrating a frame of a floor beam and a large wall panel, FIG. 5 (b) is a perspective view illustrating a roof beam, and FIG. 6 is a floor. FIG. 7 is a perspective view showing a large wall panel joined to a beam. FIG. 7 is a perspective view showing a large wall panel without diagonal members together with a pipe column, a connecting fitting, and a floor beam. FIGS. 8 and 9 are connecting fittings. FIG. 10 is a front view illustrating a connected state of a large wall panel using a connecting fitting, FIG. 11 is a cross-sectional view thereof, and FIG. 12 illustrates a connected state of a large wall panel using a tube column. Front view, FIG. 13 is a front view illustrating a simplified house of a panel construction method, FIG. 14 is a front view illustrating a house using a pipe pillar, and FIG. 15 ( ) Is a perspective view, FIG. 15 (b) is a perspective view illustrating the yield strength panel to illustrate the small wall panels,
FIG. 16 is a perspective view illustrating a mounting bracket used for a small wall panel, FIG. 17 is a perspective view illustrating a base bracket used for a small wall panel, and FIG. 18 (a) is a perspective view illustrating a through column.
FIG. 19B is a perspective view illustrating a first-floor pillar, FIG. 19A is a cross-sectional view illustrating a mounting state of a large-sized wall panel, and FIG. 19B.
Is a transverse cross-sectional view illustrating the mounting state of the small wall panel, FIG.
The figure is a cross-sectional view illustrating the entry corner formed by a large-sized wall panel, Figs. 21 and 22 are vertical cross-sectional views illustrating the mounted state of the large-sized wall panel, and Figs. 23 and 24 are the mounted states of the small-sized wall panel. FIG. 25 is a front sectional view schematically showing a frame-constructed house, FIG. 26 is a front view schematically showing a panel-constructed house,
FIG. 27 is a front view schematically showing a ramen structure, FIG. 28 is a front view schematically showing a pin structure, and FIG. 29 is a sectional view explaining a double grid system. 3 ... Pillar, 4 ... Beam, 6, 6A, 6B ... Connecting metal fitting, F ...
Frame structure, H ... House, HA ... Panel construction house, HB
…… House of frame construction method, J …… Panel mounting part, PL …… Large wall panel, PS …… Small wall panel, pL, pLA, pLB …… Large wall panel framework, pS …… Small wall panel framework .

─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. ⁶ Identification code Office reference number FI Technical display location E04B 2/56 D 6951-2E 602 K 6951-2E 605 B 6951-2E D 6951-2E E 6951- 2E 621 A 6951-2E J 6951-2E 622 H 6951-2E 632 B 6951-2E C 6951-2E J 6951-2E 642 F 6951-2E

Claims (1)

[Claims] 1. A small structure on the upper and lower floors which is used in a house of a frame construction method in which a small wall panel having a frame of 1 module width which is the standard length of the house is arranged in a frame structure in which columns and beams are assembled. The beam arranged between the wall panels and the large wall panel made of steel and having a framework of a plurality of module widths are connected using connecting fittings arranged on the upper and lower ends of the large wall panel, and on the upper floor, A common panel with the beam used in a house of a panel construction method in which a beam is arranged between large-scale wall panels downstairs, and a panel mounting portion in which the connecting metal fitting used in the house of the panel construction method joins between the large-scale wall panels, A house construction method for constructing a house in which the pillars are arranged between the large wall panels by making the pillars used in the house of the frame construction method the same as the panel mounting portion for mounting the small wall panels.