JP2005273240A - Building - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To keep a balance of strength, by compensating for a wall quantity of a building having a large opening in an outer peripheral part with reduced bearing walls for partitioning the inside. <P>SOLUTION: The bearing walls 1N, 1E and 1W forming a U-shaped bearing wall line along the outer periphery are provided. Since column structures 3E and 3W for assembling the bearing walls 4a, 4b, 4c, 4d, 4e, 1E and 1W in a square column shape are arranged in both end parts of the U-shaped bearing wall line, the wall quantity can be compensated by the column structures 3E and 3W, to thereby form openings 7a and 7b having a wide frontage between the column structures 3W and 3W. Since the hollow column structures 3E and 3W are formed by assembling the four bearing walls in a square column shape, even when force acts in any direction on the column structures 3E and 3W, the force can be dispersed to the four bearing walls, and bending yield strength of the column structures 3E and 3W can be improved. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

  The present invention relates to a building having few bearing walls that divide the interior and having a large opening in the outer periphery.

  Conventionally, as one of industrialized houses, for example, a crosspiece is assembled into a rectangular frame shape, reinforcing bars are assembled vertically and horizontally in this rectangular frame as needed, and a face material such as plywood is attached to both sides or one side. A panel construction method is used in which a panel is formed in advance in a factory or the like, and this is used as a structural material such as a floor, a wall, or a roof, and these panels are assembled at a construction site to construct a house.

  Panels for floors, walls, roofs, etc. assembled at the factory are brought to the construction site by trucks. In a construction site, a basic structure of a house such as a floor, a wall, and a roof can be constructed in a short period of time simply by arranging the panels and joining the panels.

In a house constructed with a panel method, for example, when a wide opening is required, such as a garage under a house, a gate consisting of a beam extending horizontally and pillars extending vertically downward from both ends of the beam A mold panel is applied. In addition, there is a type using a gate-type panel unit in which a pair of portal panels are opposed to each other at a predetermined interval, both pillar portions are coupled by wall panels, and beam portions are coupled by floor panels (for example, patents). Reference 1).
Japanese Patent No. 2565626

  By the way, when living in a completed house for a long period of time, it is necessary to change the layout and specifications for the growth and independence of the family. For this reason, a house is designed in which a room of a large space is formed in advance and a partition of a non-bearing wall is provided therein so that the room can be easily arranged even after completion.

  However, in the case where a larger room or a wide opening is formed by the panel method, the method using the gate-type panel unit is insufficient.

  The subject of this invention is providing the building which can form a large opening in an outer peripheral part while being able to form the room of a large space by reducing the load-bearing wall which partitions off an inside.

  In order to solve the above problems, the invention according to claim 1 is a building as shown in FIG. 1 or 2, and is a building that forms a U-shaped bearing wall along the outer periphery (outer wall). 1N, 1E, and 1W), and load-bearing walls (wall panels 4a, 4b, 4c, 4d, and 4e and outer walls 1E and 1W) are assembled in a square column shape at both ends of the U-shaped bearing wall. Column structures 3E and 3W are provided.

  According to the first aspect of the present invention, the load-bearing walls (outer walls 1N, 1E, 1W) that form the U-shaped load-bearing wall wires are provided along the outer periphery. A large space room can be formed inside, and the column structures 3E and 3W are provided at both ends of the U-shaped bearing wall, so that the wall amount can be supplemented by the column structures 3E and 3W. Therefore, wide opening (large openings 7a and 7b) can be formed between the pillar structures 3E and 3W.

  Further, since the four load-bearing walls (wall panels 4a, 4b, 4c, 4d, and 4e and outer walls 1E and 1W) are assembled in a square column shape to form the hollow column structures 3E and 3W, the column structures 3E and 3W are formed. On the other hand, when force is applied in any direction, the force can be distributed to the four load bearing walls, and the bending strength of the column structures 3E and 3W can be improved.

  The invention according to claim 2 is the building according to claim 1, wherein a hanging wall or a waist wall (not shown) is provided between the pillar structures 3E and 3W. .

  According to the second aspect of the present invention, by providing the hanging wall or the waist wall between the column structures 3E and 3W, the horizontal force between the column structures can be transmitted by the hanging wall or the waist wall, and the horizontal resistance The force can be increased and the earthquake resistance can be improved.

  According to a third aspect of the present invention, in the building according to the first or second aspect, at least one of the load-bearing walls constituting the pillar structures 3E and 3W is a load-bearing wall that forms the U-shaped load-bearing wall line ( It is a part of the outer wall 1E, 1W).

According to the third aspect of the present invention, at least one of the load-bearing walls constituting the column structures 3E and 3W is a part of the load-bearing wall (outer walls 1E and 1W) forming the U-shaped load-bearing wall line. Further, the column structures 3E and 3W and a part of the bearing wall (outer walls 1E and 1W) forming the U-shaped bearing wall can be integrated to increase the horizontal resistance, and the earthquake resistance can be further improved.

  According to a fourth aspect of the present invention, in the building according to the third aspect, the column structures 3E and 3W are provided inside the U-shaped bearing wall.

  According to the fourth aspect of the present invention, by providing the column structures 3E and 3W inside the U-shaped bearing wall, it is possible to obtain an appearance without protrusions similar to that of a conventional building.

  Invention of Claim 5 is the building of Claim 4, Comprising: The depth equal to the width | variety of a pillar structure is along the load-bearing wall (outer wall 1E, 1W) in the side part of the said pillar structure 3E, 3W. Storage spaces 15a and 15c are provided.

  According to the invention described in claim 5, by providing storage spaces 15a and 15c having a depth equal to the width of the pillar structure along the bearing walls (outer walls 1E and W) on the sides of the pillar structures 3E and 3W, The pillar structures 3E and 3W and the inner side surfaces of the storage spaces 15a and 15c can be made continuous in the interior of the interior space, and the dead space can be reduced.

  According to the present invention, the load-bearing wall that forms the U-shaped load-bearing wall line is provided along the outer periphery, so that a large space can be formed inside the U-shaped load-bearing wall line. Since the pillar structure with the bearing walls assembled in the shape of a square column is provided at both ends of the U-shaped bearing wall, the wall structure can be compensated for by the pillar structure. An opening can be formed.

  In addition, by providing a hanging wall or waist wall between the column structures, the horizontal force between the column structures can be transmitted by the hanging wall or waist wall, increasing the horizontal resistance force and improving the earthquake resistance. it can.

  Furthermore, at least one of the load-bearing walls constituting the column structure is a part of the load-bearing wall forming the U-shaped load-bearing wall line, so that the column structure and the load-bearing wall forming the U-shaped load-bearing wall line are formed. It can be integrated to increase horizontal resistance and further improve earthquake resistance.

  In addition, by providing the pillar structure inside the U-shaped bearing wall, it is possible to obtain the same appearance without protrusions as in conventional buildings, and at the side of the pillar structure along the bearing wall. By providing storage having a depth equal to the width of the building, the pillar structure and the inner surface of the storage space can be made continuous in the building, and dead space can be reduced.

  Hereinafter, embodiments of the present invention will be described in detail. FIG. 1 is a floor plan showing a building of the present invention, where (a) is a floor plan of the first floor and (b) is a floor plan of the second floor. Moreover, FIG. 2 is a figure which shows the structure of the wall and roof of a building, and is a schematic elevation view which looked at the building from the west side.

  The building of the present invention is constructed by a panel method. As shown in FIG. 1, the outer walls 1N, 1E, 1W on the north side, the east side, and the west side are load bearing walls that support the roof and the floor 24 on the second floor, and form a U-shaped bearing wall line.

  As shown in FIG. 1A, the entrance 11 is provided on the outer wall 1W on the west side. A bathroom 12 is provided in the northwest corner adjacent to the entrance 11, and a washroom / toilet 13 is provided adjacent to the bathroom 12. There is a kitchen 14 in the northeast of the first floor. Windows 8a, 8b, and 8c are provided on the outer wall 1N on the north side of the bathroom 12, the toilet / toilet 13, and the kitchen 14, respectively.

  The living room 15 is on the south half of the first floor. The living room 15 forms a large space integrated with the kitchen 14. The ceiling in the west half of the living room 15 is a colonnade 17 as shown in FIG. A stairway 16 leading to the second floor is provided along the wall 5c between the entrance 11 and the living room 15 at the portion of the atrium 17.

  In the outer wall 1E on the east side, a small opening 6a is provided at a position facing the entrance 11. On the north side and the south side of the small opening 6a, a load bearing wall 2a and a load bearing wall 2b having a width of about 45 cm are respectively provided. Between the load bearing wall 2a and the outer wall 1N on the north side, a storage space 14a having a depth of about 45 cm is provided along the outer wall 1E on the east side. The bearing walls 2a and 2b continue to the roof.

  At the south end of the outer wall 1E on the east side, there is provided a column structure 3E formed by combining a wall panel constituting the outer wall 1E and three wall panels 4a, 4b, and 4c having a width of about 45 cm into a prismatic shape. It has been. Also, at the junction between the outer wall 1W on the west side and the outer wall 1S on the south side, the wall panels constituting the outer walls 1W and 1S on the west side and the south side are combined with two wall panels 4d and 4e having a width of about 45 cm. A column structure 3W formed in a prismatic shape is provided.

  A bearing wall 2c having a width of about 45 cm perpendicular to the outer wall is provided in the north-south direction at the east end of the south outer wall 1S. A large opening 7a having a height that reaches from the floor to the ceiling is provided between the north end of the bearing wall 2c and the column structure. The bearing wall 2c continues to the roof, and a south outer wall 1S is provided between the south end of the bearing wall 2c and the west column structure 3W.

  A storage space 15a having a depth of about 45 cm is provided along the east side outer wall 1E between the bearing wall 2b and the east side column structure 3E. A storage space 15b having a depth of about 45 cm is also provided along the south outer wall 1S between the bearing wall 2c and the west pillar structure 3W. Also, a storage space 15c having a depth of about 45 cm is provided along the west side outer wall 1W between the wall between the entrance 11 and the living room 15 and the west side column structure 3W.

  The wall 5a between the entrance 11 and the bathroom 12, the south wall 5b of the toilet / toilet 13 and the load-bearing wall 2a form one load-bearing wall line. Moreover, the wall 5c between the entrance 11 and the living room 15 and the load bearing wall 2c form one load bearing wall line. These walls 5a, 5b and 5c support the floor 24 on the second floor.

  The second floor is one room in a large space, and can be partitioned into an arbitrary floor plan by a partition wall (not shown). On the second floor, as shown in FIG. 1 (b), an eaves 21 and a small opening 6b are provided above the entrance 11 of the west side outer wall 1W.

  On the north side of the small opening 6b, a load bearing wall 2d continuous with the wall 5a between the entrance 11 on the first floor and the bathroom 12 is provided. Further, on the south side of the small opening 6b, a load bearing wall 2e continuous with the wall 5c between the entrance 11 on the first floor and the living room 15 is provided.

  A handrail wall 26 for preventing the fall is provided in the vicinity of the blow-off 17 portion of the floor 24 on the second floor. In addition, a beam-like floor 25 having a width of about 45 cm is provided at the same height as the floor 24 on the second floor above the storage space.

  The beam-like floor 25 transmits a horizontal force between the bearing wall 2c or the bearing wall 2e and the west pillar structure 3W. Therefore, the horizontal force received by the floor 24 on the second floor is transmitted to the west pillar structure 3W through the bearing wall 2c or the bearing wall 2e and the beam-like floor 25.

  On the outer wall 1N on the north side, a window 8d is provided above the windows 8a and 8b, and a window 8e is provided above the window 8c. In addition, a small window 9 for daylighting is formed on the outer wall 1S on the south side.

  A veranda 23 is provided between the bearing walls 2a and 2b. A large opening 7b is provided between the bearing wall 2c and the column structure. In addition, between the large opening part 7a and the large opening part 7b, while providing the collar 22, the waist wall which is not shown in figure is provided. The waist wall is supported by the column structure 3E on the east side and the load bearing wall 2c. The south end of the second floor 24 is supported by the east side pillar structure 3E and the waist wall.

  As shown in FIG. 2, the roof is formed by fixing a roof panel 32 on an H steel 31 arranged in the east and west, and laying a waterproofing work 33 on the roof panel 32. The roof is mainly supported by the three outer walls 1N, 1E, and 1S on the north side, the east side, and the west side, and two pillar structures 3E and 3W.

  In this way, the U-shaped bearing wall is formed by the three outer walls 1N, 1E, and 1S on the north side, the east side, and the west side, and the four bearing walls are formed at both ends of the U-shaped bearing wall. By providing the pillar structures 3E and 3W assembled in a shape, a large space with few walls can be formed inside, and large opening portions 7a and 7b having a wide frontage can be formed between the pillar structures 3E and 3W. it can.

  Further, since the wall panels constituting the outer walls 1E, 1W, and 1S and the wall panels 4a, 4b, 4c, 4d, and 4e are assembled in a square column shape to form the hollow column structures 3E and 3W, the column structures 3E When force is applied in any direction to 3W, the force can be distributed to the four wall panels, and the bending strength of the column structures 3E and 3W can be improved.

In the above embodiment, the outer wall is provided between the west pillar structure 3W and the bearing wall 2c, but an opening may be provided here. Moreover, you may provide a floor in the blow-off 17 part.
In addition, the width of the wall panels 4a, 4b, 4c, 4d, and 4e and the load bearing walls 2a, 2b, 2c, 2d, and 2e, the structure of the roof, and the like can be arbitrarily set. Of course, it can be changed.

It is a floor plan which shows the building of this invention, (a) is a floor plan of the 1st floor, (b) is a floor plan of the 2nd floor. It is the schematic elevation which looked at the building of this invention from the west side.

Explanation of symbols

1N, 1E, 1W, 1S Outer wall 3E, 3W Column structures 4a, 4b, 4c, 4d, 4e Wall panels 7a, 7b Large openings 14a, 15a, 15b, 15c Storage space

Claims (5)

  Load-bearing walls that form U-shaped load-bearing wall lines are provided along the outer periphery, and column structures in which the load-bearing walls are assembled in a square column shape are provided at both ends of the U-shaped load-bearing wall lines. A building characterized by   The building according to claim 1, wherein a hanging wall or a waist wall is provided between the pillar structures.   The building according to claim 1 or 2, wherein at least one of the load-bearing walls constituting the pillar structure is a part of the load-bearing wall forming the U-shaped load-bearing wall line.   The building according to claim 3, wherein the column structure is provided inside the U-shaped bearing wall.   5. The building according to claim 4, wherein a storage space having a depth equal to the width of the column structure is provided along a bearing wall at a side portion of the column structure.

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