JP2524409B2 - House of frame, panel construction method - Google Patents

Description

DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention relates to building members such as columns and beams used in a house of a frame construction method, and construction of a house such as a large wall panel used in a house of a panel construction method. The present invention relates to a house of a panel construction method and a framework formed by integrating these members.

[Conventional technology]

BACKGROUND ART 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 is, for example, as shown in FIG. 33 in the case of a two-story building, after assembling the frame structure d using the floor beams b, the roof beams c, etc. having no body difference between the through columns a. 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 endure the 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 the width thereof is It is formed as a small wall panel having a width of about 1 to 3 times that of the reference module M.

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. 35, 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. 36, the pin structure means that a pillar a and a beam b are pin-joined, and a horizontal force is reinforced by a brace f diagonally laid on a vertical plane and a horizontal plane. 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 in the wall panel e as shown in FIG. 33, and is rigidly joined to the beams b, c, the foundation h and the like. 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. 34, 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 is extremely efficient in assembly and can reduce construction costs, it is premised on machine assembly construction using a crane or the like due to the large weight of the wall panels. 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, it is possible to carry out the manual construction, and in contrast to the site conditions, the panel construction method requires the use of a crane, etc. There will be differences such that the panel construction method cannot be adopted on the site that cannot be used, and that the house constructed by the frame construction method can easily be expanded and reconstructed, and the panel construction method makes the expansion and reconstruction difficult.

[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 as one house. 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 will be inferior in productivity because it will take time for physical distribution and inventory management.

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 problems to be solved.

The present invention integrates the building member of the house of the frame construction method and the building member of the house in the panel construction method using the large-sized wall panel, and is constructed by including columns, beams, and large-sized wall panels used in both methods, and By making it possible to construct houses with so-called frame construction method and panel construction method using the building members of the same house, according to site load conditions such as the application load or availability of cranes etc. The purpose is to provide a house with a composite frame and panel construction method that allows different construction methods.

[Means for solving the problem]

The present invention provides a frame structure made by assembling columns and beams with a small wall panel having a narrow frame to form a house of a frame construction method, the length of the beam, and a steel wide frame. The large wall panels have a common length with the beams forming the house of the panel construction method in which the large wall panels are connected by using a connecting fitting and the beams are arranged on the upper surface of the large wall panels. Between the horizontal upper and lower frame members of the vertical vertical outer frame member made of steel on both ends, or the vertical outer vertical frame member and the vertical inner vertical frame to which the reinforcing diagonal member is attached. And the beam, the column, and the large wall panel are formed, and the upper frame member includes the upper end portion of the outer vertical frame member, the inner vertical frame member, and the beam. A frame assembly fixed by using a joint fitting having a lower piece bolted to the beam and an upper member bolted to the beam, It is the house of the panel method.

[Action]

The length of the beam used in the frame construction method and the length of 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. As shown in FIG. 37, the length Lc between the centers of the columns a and a is set as the setting method of the reference module M.
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, the frame of the present invention, the house of the panel construction method, the beam used in the house of the frame construction method, the panel construction method, the column, is formed to include a large wall panel, by mounting the pillar between the large wall panels, By significantly improving the strength, for example, a heavy roof, a heavy wall panel, or a house or the like constructed in a snowy area can be suitably constructed. Further, by using the building members of the house such as the beams and columns used in the house of the frame and panel construction method as they are, it becomes possible to construct the house of the frame construction method and the house of the panel construction method as they are. In addition, when it is possible to build a house with a frame construction method or a panel construction method, an integrated member is used according to the site conditions such as the load acting on the house and the possibility of machine assembly construction using a crane etc. Therefore, each of the above-mentioned construction methods can be selected.

This makes it possible to standardize and integrate the building components of the house, 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 components. .

〔Example〕

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

FIG. 1 shows an embodiment of a house H of the framework and panel construction method of the present invention in a state of being built.

The house H of the frame construction and the panel construction method includes the pillar 3, the beam 4, and the 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 beams 4 are also commonly used in the houses HA and HB of the frame construction method and the panel construction method. Therefore, in the frame M of the present invention and the house M of the panel construction method, the panel construction method of FIGS.
As with each house HA and HB of the frame construction method, the pillar a shown in Fig. 37.
A double grid method is adopted in which the side surfaces facing each other are an integral multiple of the reference module M.

In this embodiment, the pillar 3 uses a corner portion of the foundation D and a through pillar 3A that is erected between the corner portions and extends upstairs. Further, on the downstairs and upstairs, a wide width three times as long as the reference module is used. The large wall panel PL3 and the large wall panel PL4 having a length four times as long as the reference module M are arranged. 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.

The beams 4 are arranged on the upper surface of the large-scale wall panel PL at the lower floor, and have a girder-like floor beam 4A made of lattice beams, and a roof beam 4B having an I-shaped cross-section located on the upper surface of the large-scale wall panel PL on the floor. And has the same length as the width of the large wall panel PL to which the beam 4 is attached.

As mentioned above, the pillar 3 is a pillar shared with the house HB of the frame construction method, and the large wall panel PL is the house HA of the panel construction method.
The beam 4 is used in the house H of the frame construction method and the panel construction method.
Both A and HB can be commonly used.

Here, the panel construction method and the house construction HA, HB of the frame construction method, which are formed by using the composite building members, will be described (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 omitted, and the wall panel is shown as being in contact with the foundation D and the beam 4).

[About panel construction method]

As shown in FIG. 2, the house HA of the panel construction method is constructed by joining large-sized wall panels PL using connecting metal fittings 6 ..., and is composed of a lattice-shaped lattice beam on the upper surface of the large-sized wall panel PL below. A floor beam 4A is attached, and a roof beam 4B is attached to the large wall panel PL on the floor.

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
The lattices 45 connecting between the mounting plates 44, 44 and the mounting plates 44, 44, 44 and the end plates 43, 44 are connected 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 an integer multiple of.

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 framework pLA is a vertical outer vertical frame member 21c for axial load bearing made of square steel pipes on both side ends of the upper and lower horizontal upper frame members 21a and lower frame members 21b made of grooved steel with groove portions facing each other. , 21c (hereinafter referred to as vertical frame member 21c) is provided, and in the outer frame 22, vertical inner vertical frame members 23, 23 (hereinafter referred to as vertical frame member 23) with grooves facing each other. ) Are arranged on the vertical frame members 23, 23 and the upper and lower frame members 21a, 21b,
A reinforcing diagonal member 24 is attached in a rhombus shape.

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 of both, 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.
A large-sized wall panel PLA is formed by additionally installing.

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. That is, the upper ends of the vertical frame member 21c and the vertical frame member 23 and the beam 4 are fixed by the joint fitting 5 via the upper frame member 21a.

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 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 4.

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 at a distance K1 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. As will be described later, 25
A fitting 7 for slant connection for connecting diagonally intersecting wall panels shown in FIGS. 27 to 27 may be included.

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

Note that the connecting metal fitting 6A located on the upper side has the base piece 61 facing upward, and connects the lower portion with the mounting hole 48a below the floor beam 4A, and is bolted to the base material 61 of the connecting metal fitting 6A of the same structure. .

The base piece 61 of the connecting fitting 6A that joins the lower ends of the large-scale wall panels PL on the floor is bolted to the base piece 61 of the connecting fitting 6A that is attached using the mounting 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 mounting hole provided in the leg member 26 is inserted into the anchor bolt 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 frame member 21c and the lower frame member 21c with the building frame members 21c and 21c. With framework pS,
In addition, an interior material 28A and an exterior material 28B are attached to the front and back. Also, by setting the width to be about 1 to 2 times 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 sandwiching piece at the inner end via a standing piece 82.
An inwardly extending overhanging piece 84 having 83 is provided. Movable part
8B is provided with an outwardly projecting piece 87 having a sandwiching piece 88 at the outer end on the upper end of the hanging piece 86 along the standing piece 82, and the bolt 89 and the nut passing through the standing piece 82, the hanging piece 86. As shown in FIGS. 23 and 24, the attachment piece 47B of the beam 4 is attached by tightening
Is clamped by the sandwiching pieces 83, 88 to attach the upper end.

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.
Inside the outer frame 22 consisting of upper frame members 21a, 21b, 21c, both of which are made of channel steel and whose grooves are arranged inwardly in a rectangular shape, the diagonal member 2
4 is arranged in a rhombus, and below that, leg material 26
It comprises a framework pF provided via 7, 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 foundation D and the mounting piece 47A at the upper end of the floor beam 4a by the mounting holes provided in the leg pieces 26.

Further, the pillar 3 is shown in FIG. 18 (a) and a through pillar 3A for forming a multi-storey house and FIG. 18 (b). Including the first-floor pillar 3B for forming a one-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. In this way, the pillar 3A is a mounting hole for the panel PL.
By providing a hole 31a aligned with 29a,
The same panel mounting portion J as the panel mounting portion J of the connecting fitting 6
Therefore, it can be used by arranging it in the gap K in place of the connecting fitting 6.

In the case of a one-story building, the first-floor pillar 3B is a wall panel below
Since the roof beam 4B is directly placed on the upper end of PS, the height is set to reach the upper end of the roof beam 4B, and the panel mounting portion J is similarly 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 pipe column 3C can also be used in place of the connecting fitting 6, and its mounting H 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]

Thus, the pillar 3 and the house HB of the frame construction method and the house H of the frame and panel construction method according to the present invention are commonly used.

On the other hand, it is necessary that the building HA of the panel construction method 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, a panel construction method obtained by the vertical frame members 21c, 21c sandwiching the gap K The vertical rigidity E of the house HA is approximately equal to the vertical rigidity Eb that the pillar 3 bears in the frame construction method shown in FIG. 19 (b), so that the vertical rigidity Ea of the pillar 3 and the vertical frame member The ratio Ea / Eb to the vertical rigidity Eb of 21c is set to 1.5 or more. by this,
The vertical rigidity E of the two vertical frame members 21c, 21c and the vertical rigidity Ea of one pillar 3 can be almost balanced, and the pillar 3 can be commonly used when constructing a house of each construction method. It is possible.

The ratio Ea / Eb is preferably 1.8 or more and 6 or less, and more preferably 2 or more and 4 or less. Pillar 3
In order to improve the vertical rigidity Ea of the column 3, 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 becomes excessive quality, and when it is less than 1.5, the 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 rigidity can be equalized within the range of the ratio Ea / Eb of 1.5 or more and 2 or less by appropriately dispersing the load bearing panels PF.

[Common height]

Further, in the house H of the frame and panel construction method, it is possible to mix the large wall panel PL and the small wall panel PS, and in order to facilitate the extension and remodeling, 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 of the house in Fig. 1] In this way, in order to form the house HA by the panel construction method,
The large-sized wall panel PL, the connecting metal fitting 6, the beam 4 and the like are used as a building member for a main house particularly for forming a wall body, and in a house HB of a frame construction method, a small-sized wall panel PS and a load-bearing panel P are used.
F, pillars 3, beams 4, etc. are used as building members of the main house for wall formation. Also, the house H of the frame and panel construction method of the present invention
Due to the above-mentioned configuration, the tube column 3C is newly standardized in the column 3.

A house H of the frame construction and panel construction method shown in FIG. 1 as an embodiment of the present invention uses the through columns 3A, floor beams 4A, roof beams 4B, and large wall panels PL among the building members of the house. Has been formed.

Further, in the case of the house H shown in FIG. 1, the rigidity of the house can be greatly improved by using the through pillar 3A together with the large wall panel PL, and the house in the snowy area and further as the wall panel P on the upper floor. When using concrete panels, or when using a heavy roof, it will be used for three-story houses.

[Description of House H in FIG. 4] FIG. 4 shows a house HA of the panel construction method and the frame construction method described above,
Other than the house H of the present invention constructed by using more types of the above-described systemized and integrated building members of the house that can be used for forming the HB as compared with the house H of FIG. An example is shown.

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 protruded 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 beam 4A and an upper surface between 3C. Further, as shown on the left side of the figure, the outer wall is formed by arranging the small wall panels PS, PS between the frame structures F in which the roof beams 4B are bridged over the upper ends of the through columns 3A, 3A, as shown on the left side of the figure. To be done. In addition, the one-story building Hc is a pillar
Frame structure F consisting of 3B and roof beams 4B, small wall panel PS ...
Is arranged.

In the interior of the house, load-bearing panels PF are used. Furthermore, instead of through pillar 3A, pipe pillars 3C and 3C are provided on the upper and lower floors, respectively.
By using, as shown by the alternate long and short dash line in FIG.
The pillars can be displaced in the upper floor portion.
It should be noted that the displacement is due to the mounting plate 44 and the reinforcing plate on the floor beam 4A.
47 can be done for each reference module M that exists.

[Explanation of the bulging portion Ha of the house in FIG. 4] The bulging portion HA is formed by using a wall panel P having a width that is an integral multiple of the reference module M. The large wall panel PL which is 3 to 5 times larger and the small wall panel PS which is 1 to 2 times larger can be used.

Further, the wall panel P is inclined obliquely in order, and the side end surfaces thereof face each other with a gap N between the bent portions facing each other, and the side end surfaces facing each other are connected using the continuous metal fitting 7 for diagonal connection.

The bulging portion Ha shown in FIG. 4 is formed in an opening portion having a length six times that of the reference module M of the house main body Hb shown in FIG. In addition, the wall panel P has a reference module M on both sides of the opening.
1x the length of small wall panel PS1 and 2x the length of small wall panel PS2 at right angles to the wall surface, and the tip of the 2x the length of 2x small wall panels PS2 and PS2, and triple It is connected using a large wall panel PL3 of length. The beams 4 are fixed to the upper surface of each wall panel P by aligning the end face with the same size as the width of each wall panel P and the side end face of the wall panel P.
In the case of a large wall panel PL3, the joint metal fitting 5 can be used, and in the case of the small wall panels PS1 and PS2, the mounting metal fitting 8 and the base metal fitting 9 can be used. The wall panel P and the beam 4 may be fixed to each other by using an appropriate joint member. In addition to the floor beam 4A made of the lattice beam, the beam 4 may be the roof beam 4B having an I-shaped cross section.

Further, a joint beam 4a extending from the house main body Hb is connected to the small wall panel PS2 on the front side at a right angle to the inner surface thereof.

Further, the joint beam 4a is another joint beam which is orthogonal to the joint beam 4a and faces the end face of the gap N formed on the outer side end faces of the small wall panels PS1 and PS2 whose inner ends are continuous to the opening. 4b, 4c
Is connected.

The beams 4b and 4c are connected to each other with the end faces of the beams 4 at the upper ends of the wall panels P by using a connecting fitting 7.

As shown in FIG. 25 (a), the connecting fitting 7 is provided with beams 4, 4
And a connecting beam 4b or beams 4, 4 and an upper connecting metal fitting 7a that connects the upper end of the connecting beam 4c, a lower connecting metal fitting 7a and a lower connecting metal fitting 7b. In this example, the upper and lower sides of the wall panel P are connected by the mounting holes 29a by commonly using the connecting fittings 7a and 7b.

The connecting fittings 7a, 7b are a first fixing piece 71 for bolting the end plate 43 forming the end face facing the gap N of the beam 4 on the upper surface of one wall panel P with a mounting hole 48a, and the other wall panel P.
A second fixing piece 72, which is bolted to an end plate 43 forming an end surface of the upper beam 4 facing the gap N, is connected by a joint piece 73. The joint piece 73 is orthogonal to the first fixing piece 71, and the width l thereof is made larger than the width of the joint beams 4b and 4c to form an end plate of the joint beams 4b and 4c. A beam mounting portion 74 for fixing the 43 by the mounting hole 48a can be formed.
The joint piece 73 is an end portion of the beam mounting portion 74 and is formed on the wall panel P.
It bends according to the angle of bending. Further, the first and second fixing pieces 71, 72 and the joint piece 73 are connected by a horizontal base piece 76.

The connecting metal fitting 7a connecting the wall panels P is bolted to the upper connecting metal fitting 7b by the base pieces 76 and 76. It should be noted that it may be formed integrally.

In addition, the connecting fitting 7 is, as shown in FIG.
Between the fixed pieces 71, 72 of the first fixed piece 71 and the beam 4b,
Since it is wider than 4c, it can be formed by connecting with a joint piece 73 including a beam attachment portion 74.

Further, the bulging portion Ha can also be formed in an opening portion having a length four times that of the reference module M, as shown in FIG. At this time, small-sized wall panels PS1 and PS2 having a length twice as long as the reference module M can be used. Further, FIG. 29 shows a case in which it is provided in an opening having a length five times as long as that of the reference module M. Small wall panels PS2, PS2 having a double length are provided at both ends with two large wall panels PL3 having a triple width, By connecting with PL3, the bulging portion Ha having a triangular portion is formed.

Also, as shown in FIG. 27, the connecting metal fitting 7 joining the large wall panels PL3, PL3 having the triple length is used for fixing the beam 4a to the first and second fixing pieces 71 and 72 which are inclined in a C shape. Are connected to each other by a joint piece 73 having a beam mounting portion 74, and are formed in a line symmetrical shape.

Further, FIG. 31 shows a case where the reference module M is provided in an opening having a length of 7 times, and small wall panels PS2 and PS2 having a length of 2 times are arranged on both sides of the opening and the outer ends thereof are Two large wall panels PL3 with triple length and one small wall panel PS2 with double length are combined. Further, FIG. 32 shows a case where it is attached to an opening having a length of 8 times.

In this way, by using the wall panel of the standard size and connecting the beam 4 on the upper surface thereof, the non-rectangular bulging portion Ha of various shapes is matched with the shape of the gap N only in the connecting metal fitting 7. Can be formed by. Further, by adjusting the length of the joint piece 74 of the connecting fitting 7 and changing the width of the gap N, the degree of freedom in designing the bulging portion Ha can be increased.

[Summary]

Thus, the house H of the framework and panel construction method of the present invention is
It is formed by using the building components that are commonly used for the HA and HB houses for panel construction and frame construction. Therefore, the pillars 3, beams 4 and large wall panels PL among the building members of those houses
Can be used to form the house of the embodiment shown in FIG. When using the building members of other houses, large wall panels P are used in each part of the first floor as shown in Fig. 4.
It is also possible to build a house that mixes L and small wall panels PS.

Further, it is possible to construct a house as shown in Table 1 which is properly used according to the purpose.

In Table 1, “Large pa” indicates the large wall panel PL, and “Small pa” indicates the small wall panel PS. Furthermore, "the first floor has pillars" and "the second floor has pillars" means that the tubular pillar 3C is used in the lower floor and the upper floor. Further, "through pillar" means that the through pillar 3A extending from the lower floor to the upper floor is used. The first
The second row from the top of the table shows the types of wall panels used on the first floor, and the second row from the left shows the types of wall panels used on the second floor.

Therefore, in Table 1, (i) means the house H of the framework and panel construction method shown in FIG. 1 in which the through columns 3A are used and the large wall panels PL are used on the upper and lower floors. Further, for example, (a) in Table 1 means the case shown in FIG. 14 in which the pipe columns 3C are used for the first and second floors and the large wall panel PL is used for the upper and lower floors, and ( b) -1 to (k)
Are the same as The contents are shown in.

As described above, it is possible to construct these types of houses by using the integrated building members for the house.

In Table 1, the structure (a) is used for a three-story building, such as a snowy area where large axial forces act on both the lower and upper floors, when the roof weight is large, and when there are three stories. Since a large-sized wall panel is used, the machine assembly work is premised, as is the case with other large-sized wall panels.

The structure of (b) -1 is a case where a large axial force acts on the lower floors, but a large axial force does not act on the upper floors such as using a lightweight roofing material. Used when needed.

The structure of (b) -2 can be suitably used when it is necessary to renovate the lower floor.

The structure of (c) has a large axial force acting on the lower floors,
It can be used when the load on the upper floors is small.

The structure of (d) can be suitably used when the expansion and renovation of the first floor is required.

The structure of (f) is when the axial force of the upper floor is large,
Suitable for extension and renovation of upper floors.

The structure (g) means the panel construction method shown in FIGS. 2 and 13.

The structure of (h) can improve the flexibility of construction by connecting the upper floors and the lower floors with the pipe columns 3C, and can be used when the axial force is small.

As described above, the structure (i) corresponds to the house H shown in FIG. 1 and can carry the greatest axial force.

The structure of (j) -1 can be used when it is necessary to renovate the upper floors.

(J) -2 can be used when it is necessary to renovate the lower floors.

The structure of (k) is a house of the frame construction method shown in FIG. 3, and can be used when it is necessary to add or renovate both the upper floor and the lower floor, or when it is difficult to construct the machine.

〔The invention's effect〕

Since the beam used in the frame construction method and the beam used in the panel construction method have the same length, and the construction includes the beam, the pillar, and the large wall panel that can be used in the frame construction method and the roof of the panel house, When the pillars are mounted between the large-sized wall panels, for example, a heavier roof, a heavier wall panel can be adopted, and a house or the like constructed in a snowy area can be constructed. In addition, by integrating the building members such as beams and columns, it is possible to construct a house of the frame construction method and the house of the panel construction method by using these building members, and at this time, in addition to the acting load of the house, Depending on whether it is possible to construct a machine assembly such as whether or not to use a crane or the like on the premises or in the vicinity, it will be possible to select the above-mentioned construction methods and to use them properly, etc. It is possible to construct a variety of houses efficiently and productively, while saving much time for designing and manufacturing. In addition, a large wall panel beam is joined by using a joint fitting in which the lower piece is bolted to the upper frame material at the upper end of the steel vertical frame material, so the vertical load from the beam is more effective with the vertical frame material. It can be carried by and can be smoothly transmitted downward.

BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view showing an embodiment of the present invention, FIG. 2 is a perspective view illustrating a house of a panel construction method, and FIG. 3 is a perspective view illustrating a house of a frame construction method. Fig. 4 is a perspective view showing another embodiment, Fig. 5 (a) is a perspective view illustrating a frame of a floor beam and a large wall panel, and Fig. 5 (b) is a perspective view illustrating a roof beam. Figure,
FIG. 6 is a perspective view illustrating a large-sized wall panel joined to a floor beam, and FIG. 7 is a perspective view showing a large-sized wall panel without a diagonal member together with pipe columns, connecting fittings, and floor beams, and FIGS. Is a perspective view illustrating a connecting metal fitting, FIG. 10 is a front view illustrating a connected state of a large wall panel using the connecting metal fitting, FIG. 11 is a cross-sectional view of the same, and FIG. 12 is a large wall panel using a pipe pillar. FIG. 13 is a front view showing a simplified example of a house of a panel construction method, FIG. 14 is a front view showing an example of a house using a pipe column, and FIG. 15 (a) is a small size. 15 is a perspective view illustrating a wall panel, FIG. 15 (b) is a perspective view illustrating a load bearing panel, and FIG.
The figure is a perspective view illustrating a mounting bracket used for a small wall panel,
FIG. 17 is a perspective view illustrating a base metal fitting used for a small wall panel, FIG. 18 (a) is a perspective view illustrating a through column, and FIG. 18 (b) is a perspective view illustrating a first floor column, and FIG. FIG. 19A is a cross-sectional view illustrating a mounting state of a large wall panel, FIG. 19B is a cross-sectional view illustrating a mounting state of a small wall panel, and FIG. 20 is a corner portion formed by the large wall panel. 21 is a vertical cross-sectional view illustrating the mounting state of a large-sized wall panel, and FIGS. 23 and 24 are vertical cross-sectional views illustrating the mounting state of a small-sized wall panel. a) is a perspective view illustrating a beam forming a bulge portion of a house and a connecting fitting, FIG. 25 (b) is a cross-sectional view illustrating an assembled state thereof, and FIGS. 26 and 27 show other connecting fittings. 28 to 32 are plan views exemplifying the wall panel arrangement of the bulging part of the house, FIG. 33 is a front view schematically showing the house of the frame construction method, and FIG. 34 is a panel. Schematically a front view of a house of law, schematically front view FIG. 35 Frame Structure, 36
FIG. 37 is a front view schematically showing the brace structure, and FIG. 37 is a sectional view for explaining the double grid system. 3 ... Pillar, 3A ... Through pillar, 3C ... Pipe pillar 4 ... Beam, 4A ... Floor beam, 4B ... Roof beam, 4a, 4b ... Joint beam, 5 ... Joint bracket, 6, 6A, 6B, 7, 7a, 7b …… Coupling metal fitting, 8 …… Mounting metal fitting, 9 …… Base fitting, 21a …… Upper frame material, 21b …… Lower frame material, 21c …… Outer vertical frame material, 23 …… Inner vertical frame material, 24 …… Slanting material 29a …… Mounting hole, 31a …… Pole hole, 51 …… Upper piece, 52 ……
Lower piece, 61 …… Base piece, 62 …… Fixing piece, 62a …… Fixing piece hole, 71 …… First fixing piece, 72 …… Second fixing piece, 73 …… Joining piece, 74… … Beam attachment part, D …… Foundation, F …… Frame structure, G …… Gap, H …… House, HA …… House of panel construction method, HB …… House of frame construction method, Ha …… Swelling part , Hb …… House body, J …… Panel mount, K, K1, K2 …… Gap, N …… Gap, P …… Wall panel, PL …… Large wall panel, PS …… Small wall panel, pL, pLA, pLB ... Large wall panel framework, pS ... Small wall framework

─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. ⁶ Identification number Internal reference number FI Technical display location E04B 2/56 603 E04B 2/56 603A 605 605B 605E 605J 605D 611 611C 621 621A 621J 632 632J 632 2632J 642 643A 651 651A 651M 651N

Claims (1)

(57) [Claims] 1. The length of the beam forming a house of a frame construction method by arranging a small wall panel having a narrow frame in a frame structure in which columns and beams are assembled, and a steel and wide frame. Having a common length with the beams that form a house of a panel construction method in which large wall panels having the above are coupled using a connecting fitting and a beam is arranged on the upper surface of the large wall panels, and the framework of the large wall panels is Between the upper and lower horizontal upper and lower frame members, the vertical outer vertical frame members made of steel on both ends, or the vertical outer vertical frame members and the vertical inner vertical lines for attaching the reinforcing diagonal members. A frame member, and the beam, the column, and the large-sized wall panel are formed to be included, and the upper frame member includes the upper and lower end portions of the outer vertical frame member, the inner vertical frame member, and the beam. A frame assembly fixed by using a joint fitting having a lower piece bolted to the beam and an upper member bolted to the beam. Panel method of construction of the house.