JP5357862B2 - Building construction method - Google Patents

Abstract

A constructing method of a building, with which height dimensions of ceilings in rooms of a building, which are positioned in adjacent upper and lower floors, can be set to be different by constructing the whole building so that forward beams and backwards beams are repeated to be positioned alternately, and an interior space that can correspond to multiple needs of users can be obtained. Dimensions between crests of the beams positioned in the upper and lower floors are set to be the same, and the forward beams and the backward beams in the upper and lower floors are repeated so that they are positioned alternately so as to construct the whole building in the constructing method of a low-rise or middle or high-rise building. A process for arranging PCa forward beam members in an X-direction and a Y-direction in upper parts of a PCa column member, a process for arranging PCa backward beam members in the X-direction and the Y-direction in upper parts of a PCa column member in an adjacent upper floor, and a process for constructing a slab in a space surrounded by the PCa forward beam member and the PCa backward beam member are repeated. Thus, heights of interior spaces on the adjacent upper and lower floors are constructed to be different.

Description

  The present invention is a construction method of a low-rise to middle-high-rise building in which the ceiling height of the indoor space is different on the upper and lower adjacent floors while the dimensions between the tops of the beams located on the upper and lower floors are the same. Therefore, in the building construction method in which the beam on the upper and lower floors adjacent to each other is alternately repeated with the forward beam and the reverse beam, the connection position of the forward beam and the reverse beam and the pillar integrated therewith It is related with the construction method of the building which can raise construction efficiency by specifying beforehand in a factory, and can respond to a consumer's various needs in the completed building.

  Conventional buildings, office buildings, store buildings, special buildings, or combinations of these buildings (hereinafter collectively referred to as buildings) have the same slab dimensions on the upper and lower floors. Therefore, the floor height of each building is configured with the same dimension, and the ceiling height of each building is generally set to the same dimension.

In order to change the ceiling height, which is the indoor space of each building, it is possible to appropriately change the ceiling height between the slab and the ceiling surface or between the slab and the floor surface.
Therefore, there has been no construction method that actively considers indoor spaces having different ceiling heights that can effectively ensure the ceiling height and meet the diverse needs of consumers at the stage of building construction.

  When grasping from the structural form of the building, an example in which the floor structure beam is an inverted beam structure is known. The reverse beam method is a method of constructing a beam at a position on the upper surface side of the slab. The reason for adopting this method is that the top end of the beam is arranged on the finished floor A as shown in the conventional example of FIG. Since the space B generated between the slab and the finished floor surface is used as the underfloor storage space, piping and wiring space for various equipment, or there is no beam protruding downward on the ceiling surface C. The main factor was that it was possible to make a flat ceiling instead of a stepped ceiling where a part of the ceiling was lowered, at the stage of constructing the slab.

Furthermore, the reverse beam construction method is adopted only for a predetermined floor or constructed for the entire building, so the slab formed by the reverse beam and the slab formed by the forward beam are adjacent to each other. There was no idea to build a building with a relative relationship between the two, which are alternately arranged on the floor, and there was no construction method that would change the ceiling height of the indoor space on the adjacent upper and lower floors .
JP 2005-139866 A Japanese Patent Laid-Open No. 11-50527

  The present invention repeats the entire beam so that the forward beam and the reverse beam are alternately positioned despite the fact that the dimension between the top ends of the beams located on the adjacent upper and lower floors is constructed with the same dimensions. By building the building, it is possible to set different ceiling heights in the building rooms located on the upper and lower floors adjacent to each other, and it is possible to obtain an indoor space that can meet the diverse needs of consumers A method is provided.

  In addition, the slab located between the forward beam slabs in the vertical direction is a reverse beam slab, and the indoor space located below the reverse beam slab has a lower ceiling height than the indoor space located above. A building construction method that can secure an effective ceiling height dimension by ensuring that the height is secured at a predetermined height and that both the ceiling surface and the floor surface are flat and it is possible to obtain an indoor space that is free of irregularities on both the upper and lower surfaces. Is to provide.

  On the other hand, in the indoor space of the floor located above or below, the floor side is located below by the reverse beam slab, and the ceiling side is located above by the forward beam slab, and these slab surfaces are the finished surfaces of the floor and ceiling. Thus, the present invention provides a building construction method that makes it possible to obtain an indoor space with a high ceiling height.

  As described above, the ceiling height dimension can be set high in any of the upper and lower floors, making it possible to form a rich and diverse three-dimensional space, and because the ceiling height dimension has increased. In addition, it is possible to provide a building construction method capable of forming an effective three-dimensional space by making each indoor space into a plurality of layers, increasing the required floor area, and also ensuring storage space. is there.

  Furthermore, if the construction of buildings for obtaining different indoor spaces on the adjacent upper and lower floors is relied on only on-site construction at the construction site, errors in the positional relationship between the forward beam and the reverse beam occur, and the work efficiency of the site contractor is increased. In order to improve the quality, etc., precast reinforced concrete (hereinafter referred to as PCa) and steel frames are used to pre-determine the joint positions where the forward and reverse beams are located at the factory, and these parts are manufactured. It provides a construction method for construction.

The present invention solves the above-mentioned problems, and its configuration is as follows.
PCa member or steel frame member manufactured in advance in the factory, with the same dimension between the top ends of the beams located on the upper and lower floors, and the upper and lower beams being repeated so that the forward and reverse beams are alternately positioned. In the construction method of low-rise or middle-high buildings that build the whole by
1. A PCa pillar / beam joint is provided on the upper part of the PCa pillar member serving as the PCa member, and a PCa forward beam member extending in the X direction is disposed between the adjacent PCa pillar / beam joints. PCa extending in the Y direction between the PCa column / beam joint and, in some cases, to the side between the PCa forward beam members, fixes the side end of the beam joint and the side end of the forward beam member. Fixing the forward beam member;
2. The PCa column member on the adjacent upper floor is fixed to the upper part of the PCa column / beam joint, the PCa column / beam joint is provided on the upper part of the PCa column member, and the X direction between the adjacent PCa column / beam joints is provided in the X direction. The extending PCa reverse beam member is disposed at a position where the height between the upper end of the PCa forward beam member and the upper end of the PCa reverse beam member is the same as the height of the lower floor, and the PCa column / beam joint side A PCa reverse beam member extending in the Y direction is fixed between the PCa column / beam joint and, in some cases, the side between the PCa reverse beam members. Fixing process,
3. The space surrounded by the PCa forward beam member by the above process constructs a slab whose floor is the top end side of the PCa forward beam member, and the space surrounded by the PCa reverse beam member is the lower end side of the PCa reverse beam member. Building a slab with a ceiling surface,
4). In the space with different heights obtained by the above process, the slab is constructed so as to obtain an article storage space with a low ceiling surface that is not included in the floor area in a part of the same space as the indoor space with a high height. Process,
5. A solar panel is arranged on the outside of the beam located on the veranda side where sunlight can be obtained and on the handrail of the veranda , and the solar energy obtained by the solar panel is arranged from the solar panel to the lower part of the veranda and on the wall surface The power storage device stores normal power together with the wiring, and the power storage device, the control device, and the power distribution board are arranged in a low- sized article storage space that is not included in the floor area, and the power storage device stores power in each dwelling unit. A process of using energy as a means of supplying various load devices in the dwelling unit space;
The building construction method is characterized in that the indoor spaces on the upper and lower floors adjacent to each other are repeated by repeating the above steps, and the power storage device is provided by using the different indoor spaces.

In addition, the dimension between the top ends of the beams located on the upper and lower floors is made the same dimension, and the upper and lower beams are repeated so that the forward beam and the reverse beam are alternately positioned. In the construction method of a low-rise or middle-high building that builds the whole with steel members,
1. A steel column / beam joint is provided on the upper part of the steel column member to be the steel member, and a steel forward beam member extending in the X direction is disposed between the adjacent steel column / beam joints. The side end of the beam joint and the side end of the steel forward beam member are fixed, and extends in the Y direction between the steel column / beam joint and, in some cases, the side between the steel forward beam members. Fixing the steel forward beam member,
2. A steel column member on an adjacent upper floor is fixed to the upper part of the steel column / beam joint, a steel column / beam joint is provided on the upper part of the steel column member, and the X-direction is provided between the adjacent steel column / beam joints. The extending steel reverse beam member is disposed at a position where the height between the upper end of the steel forward beam member and the upper end of the steel reverse beam member is the same as the height of the lower floor, and the steel column / beam joint side An end portion and a side end portion of the steel reverse beam member are fixed, and a steel reverse beam member extending in the Y direction is provided between the steel column / beam joint portion and, in some cases, a side portion between the steel reverse beam members. Fixing process,
3. The space surrounded by the steel forward beam member by the above process constructs a slab having the top surface of the steel forward beam member as the floor, and the space surrounded by the steel reverse beam member is the lower end side of the steel reverse beam member. Building a slab with a ceiling surface,
4). In the space with different heights obtained by the above process, the slab is constructed so as to obtain an article storage space with a low ceiling surface that is not included in the floor area in a part of the same space as the indoor space with a high height. Process,
5. A solar panel is arranged on the outside of the beam located on the veranda side where sunlight can be obtained and on the handrail of the veranda , and the solar energy obtained by the solar panel is arranged from the solar panel to the lower part of the veranda and on the wall surface The power storage device stores normal power together with the wiring, and the power storage device, the control device, and the power distribution board are arranged in a low- sized article storage space that is not included in the floor area, and the power storage device stores power in each dwelling unit. A process of using energy as a means of supplying various load devices in the dwelling unit space;
The building construction method is characterized in that the indoor spaces on the upper and lower floors adjacent to each other are repeated by repeating the above steps, and the power storage device is provided by using the different indoor spaces.

Furthermore, the dimension between the top ends of the beams located on the upper and lower floors is made the same dimension, and the upper and lower beams are repeated so that the reverse beam and the forward beam are alternately positioned. In the construction method of a low-rise or middle-high building that builds the whole with steel members,
1. A PCa pillar / beam joint is provided on the upper part of the PCa pillar member to be the PCa member, and a PCa reverse beam member extending in the X direction is disposed between the adjacent PCa pillar / beam joints. The side end of the beam joint and the side end of the PCa reverse beam member are fixed, and extend in the Y direction between the PCa column / beam joint and, in some cases, the side between the PCa reverse beam members. Fixing the PCa reverse beam member;
2. The PCa column member on the adjacent upper floor is fixed to the upper part of the PCa column / beam joint, the PCa column / beam joint is provided on the upper part of the PCa column member, and the X direction is set between the adjacent PCa column / beam joints. The PCa forward beam member extending to the PCa forward beam member is disposed at a position where the height between the upper end of the PCa reverse beam member and the upper end of the PCa forward beam member is the same as the height of the lower floor. A PCa forward beam member which fixes a side end portion and a side end portion of the PCa forward beam member and extends in the Y direction between the PCa column / beam joint portion and, in some cases, between the PCa forward beam members. Fixing process,
3. The space surrounded by the PCa reverse beam member by the above process constructs a slab with the lower end side of the PCa reverse beam member as a ceiling surface, and the space surrounded by the PCa forward beam member is the top end side of the PCa forward beam member Building a slab with a floor
4). In the space with different heights obtained by the above process, the slab is constructed so as to obtain an article storage space with a low ceiling surface that is not included in the floor area in a part of the same space as the indoor space with a high height. Process,
5. A solar panel is arranged on the outside of the beam located on the veranda side where sunlight can be obtained and on the handrail of the veranda , and the solar energy obtained by the solar panel is arranged from the solar panel to the lower part of the veranda and on the wall surface The power storage device stores normal power together with the wiring, and the power storage device, the control device, and the power distribution board are arranged in a low- sized article storage space that is not included in the floor area, and the power storage device stores power in each dwelling unit. A process of using energy as a means of supplying various load devices in the dwelling unit space;
The building construction method is characterized in that the indoor spaces on the upper and lower floors adjacent to each other are repeated by repeating the above steps, and the power storage device is provided by using the different indoor spaces.

In addition, the dimension between the top ends of the beams located on the upper and lower floors is set to the same dimension, and the upper and lower beams are repeated so that the reverse beams and the forward beams are alternately positioned. In the construction method of a low-rise or middle-high building that builds the whole with steel members,
1. A steel column / beam joint is provided on the upper part of the steel column member to be the steel member, and a steel reverse beam member extending in the X direction is disposed between the adjacent steel column / beam joints. The side end of the beam joint and the side end of the steel reverse beam member are fixed, and extends in the Y direction between the steel column / beam joint and, in some cases, the side between the steel reverse beam members. Fixing a steel reverse beam member;
2. The steel column member on the adjacent upper floor is fixed to the upper part of the steel column / beam joint, a steel column / beam joint is provided on the upper part of the steel column member, and the X direction is set between the adjacent steel column / beam joints. The steel forward beam member extending to the steel floor is disposed at a position where the height between the upper end of the steel reverse beam member and the upper end of the steel forward beam member is the same as the height of the lower floor. A steel forward beam member that extends in the Y direction between the steel column / beam joints and, in some cases, between the steel forward beam members, is fixed to the side end portion and the side end portion of the forward beam member. Fixing process,
3. The space surrounded by the steel reverse beam member by the above process constructs a slab with the lower end side of the steel reverse beam member as the ceiling surface, and the space surrounded by the steel forward beam member is the top end side of the steel forward beam member Building a slab with a floor
4). In the space with different heights obtained by the above process, the slab is constructed so as to obtain an article storage space with a low ceiling surface that is not included in the floor area in a part of the same space as the indoor space with a high height. Process,
5. A solar panel is arranged on the outside of the beam located on the veranda side where sunlight can be obtained and on the handrail of the veranda , and the solar energy obtained by the solar panel is arranged from the solar panel to the lower part of the veranda and on the wall surface The power storage device stores normal power together with the wiring, and the power storage device, the control device, and the power distribution board are arranged in a low- sized article storage space that is not included in the floor area, and the power storage device stores power in each dwelling unit. A process of using energy as a means of supplying various load devices in the dwelling unit space;
The building construction method is characterized in that the indoor spaces on the upper and lower floors adjacent to each other are repeated by repeating the above steps, and the power storage device is provided by using the different indoor spaces.

Furthermore, the dimension between the top ends of the beams located on the upper and lower floors is made the same dimension, and the upper and lower beams are repeated so that the forward beam and the reverse beam are alternately positioned. In the construction method of a low-rise or middle-high building that builds the whole with steel members,
1. A PCa beam joint is provided at an intermediate portion of the PCa column member to be the PCa member, and a PCa forward beam member extending in the X direction is disposed between the adjacent PCa beam joints. The end portion and the side end portion of the PCa forward beam member are fixed, and the PCa forward beam member extending in the Y direction is fixed between the PCa beam joint portions and, in some cases, the side portion between the PCa forward beam members. Process,
2. A PCa column / beam joint is provided on the upper part of the PCa column member, and the PCa reverse beam member extending in the X direction between the adjacent PCa column / beam joints is connected to the upper end of the PCa forward beam member and the PCa reverse beam member. The PCa column is disposed at a position where the height between the upper ends of the PCa is the same as the height of the lower floor, and the side end of the PCa column / beam joint and the side end of the PCa reverse beam member are fixed. Fixing the PCa reverse beam members extending in the Y direction between the beam joints and, in some cases, between the PCa reverse beam members;
3. The space surrounded by the PCa forward beam member by the above process constructs a slab whose floor is the top end side of the PCa forward beam member, and the space surrounded by the PCa reverse beam member is the lower end side of the PCa reverse beam member. Building a slab with a ceiling surface,
4). In the space with different heights obtained by the above process, the slab is constructed so as to obtain an article storage space with a low ceiling surface that is not included in the floor area in a part of the same space as the indoor space with a high height. Process,
5. A solar panel is arranged on the outside of the beam located on the veranda side where sunlight can be obtained and on the handrail of the veranda , and the solar energy obtained by the solar panel is arranged from the solar panel to the lower part of the veranda and on the wall surface The power storage device stores normal power together with the wiring, and the power storage device, the control device, and the power distribution board are arranged in a low- sized article storage space that is not included in the floor area, and the power storage device stores power in each dwelling unit. A process of using energy as a means of supplying various load devices in the dwelling unit space;
The building construction method is characterized in that the indoor spaces on the upper and lower floors adjacent to each other are repeated by repeating the above steps, and the power storage device is provided by using the different indoor spaces.

In addition, the dimension between the top ends of the beams located on the upper and lower floors is made the same dimension, and the upper and lower beams are repeated so that the forward beam and the reverse beam are alternately positioned. In the construction method of a low-rise or middle-high building that builds the whole with steel members,
1. A steel beam joint is provided in the middle part of the steel column member as the steel member, and a steel forward beam member extending in the X direction is disposed between the adjacent steel beam joints, and the side of the steel beam joint An end and a side end of the steel forward beam member are fixed, and a steel forward beam member extending in the Y direction is fixed between the steel beam joints and, in some cases, between the steel forward beam members. Process,
2. A steel column / beam joint is provided above the steel column member, and the steel reverse beam member extending in the X direction between the adjacent steel column / beam joints is connected to the upper end of the steel forward beam member and the steel reverse beam member. Are disposed at a position where the height between the upper ends of the steel columns is the same as the height of the lower floor, and the side end of the steel column / beam joint and the side end of the steel reverse beam member are fixed. Fixing the steel reverse beam members extending in the Y direction between the beam joints and, in some cases, between the steel reverse beam members;
3. The space surrounded by the forward beam member by the above process constructs a slab with the top end side of the forward beam member as the floor surface, and the space surrounded by the steel reverse beam member ceilings the lower end side of the steel reverse beam member The process of building a slab as a surface,
4). In the space with different heights obtained by the above process, the slab is constructed so as to obtain an article storage space with a low ceiling surface that is not included in the floor area in a part of the same space as the indoor space with a high height. Process,
5. A solar panel is arranged on the outside of the beam located on the veranda side where sunlight can be obtained and on the handrail of the veranda , and the solar energy obtained by the solar panel is arranged from the solar panel to the lower part of the veranda and on the wall surface were usually electric storage with power storage device by a wiring, power storage device, the control device and the pull-distribution board disposed on a lower article storage space in the height not counted in the floor area, the power storage of the power storage device in each dwelling unit A process of using energy as a means of supplying various load devices in the dwelling unit space;
The building construction method is characterized in that the indoor spaces on the upper and lower floors adjacent to each other are repeated by repeating the above steps, and the power storage device is provided by using the different indoor spaces.

Furthermore, the dimension between the top ends of the beams located on the upper and lower floors is made the same dimension, and the upper and lower beams are repeated so that the reverse beam and the forward beam are alternately positioned. In the construction method of a low-rise or middle-high building that builds the whole with steel members,
1. A PCa beam joint is provided at an intermediate portion of the PCa column member to be the PCa member, and a PCa reverse beam member extending in the X direction is disposed between the adjacent PCa beam joints. The end portion and the side end portion of the PCa reverse beam member are fixed, and the PCa reverse beam member extending in the Y direction is fixed between the PCa beam joint portions and, in some cases, the side portion between the PCa reverse beam members. Process,
2. A PCa column / beam joint is provided on the upper part of the PCa column member, and the PCa forward beam member extending in the X direction between the adjacent PCa column / beam joints is connected to the upper end of the PCa reverse beam member and the PCa forward beam member. Is arranged at a position where the height between the upper ends of the PCa column is equal to the height of the lower floor, and the side end of the PCa column / beam joint and the side end of the PCa forward beam member are fixed, Fixing the PCa forward beam member extending in the Y direction between the beam joints and possibly between the PCa forward beam members;
3. The space surrounded by the PCa reverse beam member by the above process constructs a slab with the lower end side of the PCa reverse beam member as a ceiling surface, and the space surrounded by the PCa forward beam member is the top end side of the PCa forward beam member Building a slab with a floor
4). In the space with different heights obtained by the above process, the slab is constructed so as to obtain an article storage space with a low ceiling surface that is not included in the floor area in a part of the same space as the indoor space with a high height. Process,
5. A solar panel is arranged on the outside of the beam located on the veranda side where sunlight can be obtained and on the handrail of the veranda , and the solar energy obtained by the solar panel is arranged from the solar panel to the lower part of the veranda and on the wall surface The power storage device stores normal power together with the wiring, and the power storage device, the control device, and the power distribution board are arranged in a low- sized article storage space that is not included in the floor area, and the power storage device stores power in each dwelling unit. A process of using energy as a means of supplying various load devices in the dwelling unit space;
The building construction method is characterized in that the indoor spaces on the upper and lower floors adjacent to each other are repeated by repeating the above steps, and the power storage device is provided by using the different indoor spaces.

In addition, the dimension between the top ends of the beams located on the upper and lower floors is set to the same dimension, and the upper and lower beams are repeated so that the reverse beams and the forward beams are alternately positioned. In the construction method of a low-rise or middle-high building that builds the whole with steel members,
1. A steel beam joint is provided in the middle part of the steel column member as the steel member, and a steel reverse beam member extending in the X direction is disposed between the adjacent steel beam joints, and the side of the steel beam joint The end portion and the side end portion of the steel reverse beam member are fixed, and the steel reverse beam member extending in the Y direction is fixed between the steel beam joint portions and, in some cases, the side portion between the steel reverse beam members. Process,
2. A steel column / beam joint is provided on the upper part of the steel column member, and a steel forward beam member extending in the X direction between the adjacent steel column / beam joints is connected to the upper end of the steel reverse beam member and the steel forward beam member. Are arranged at a position where the height between the upper ends of the steel floor is the same as the height of the lower floor, and the side end of the steel column / beam joint and the side end of the forward beam member are fixed, and the steel column / beam Fixing the steel forward beam member extending in the Y direction between the joints and, in some cases, between the steel forward beam members;
3. The space surrounded by the steel reverse beam member by the above process constructs a slab with the lower end side of the steel reverse beam member as the ceiling surface, and the space surrounded by the steel forward beam member is the top end side of the steel forward beam member Building a slab with a floor
4). In the space with different heights obtained by the above process, the slab is constructed so as to obtain an article storage space with a low ceiling surface that is not included in the floor area in a part of the same space as the indoor space with a high height. Process,
5. A solar panel is arranged on the outside of the beam located on the veranda side where sunlight can be obtained and on the handrail of the veranda , and the solar energy obtained by the solar panel is arranged from the solar panel to the lower part of the veranda and on the wall surface The power storage device stores normal power together with the wiring, and the power storage device, the control device, and the power distribution board are arranged in a low- sized article storage space that is not included in the floor area, and the power storage device stores power in each dwelling unit. A process of using energy as a means of supplying various load devices in the dwelling unit space;
The building construction method is characterized in that the indoor spaces on the upper and lower floors adjacent to each other are repeated by repeating the above steps, and the power storage device is provided by using the different indoor spaces.

  The building construction method according to the present invention makes it possible to obtain indoor spaces having different ceiling heights in the adjacent upper and lower floors even though the dimension between the top ends of the beams on the upper and lower floors is constant. Therefore, as a building construction method for that purpose, the joints are determined in advance at the installation positions of the forward beam and the reverse beam for obtaining the indoor space by the PCa member or the steel frame member, and the position of the joint is determined. It was possible to build a building early by using it.

  In addition, the forward beam and the reverse beam will appear alternately, but the installation position is naturally determined by the position of the joint part manufactured in advance, so there is no construction error, The work efficiency can be increased without confusion, and the construction method that mainly consists of assembly work has become possible.

  Furthermore, even if the building obtained by the above building construction method has the same external appearance, the ceiling height of the indoor space can be changed in the adjacent upper and lower floors to meet the diverse needs of consumers. It was possible to obtain a rich interior space that can be used.

The present invention will be described below based on examples.
FIG. 1 shows a cross-sectional view of a mid-rise building.
1 shows an embodiment of a building 1 constructed by the building construction method of the present invention, showing a basement 1 and an eight-story building 1, where the basement 1 and the first floor are a parking lot, an entrance hall, The related floor, the second floor to the eighth floor standard floor is a dwelling unit or office.
Underground first floor of the parking lot, the parking lot of a mechanical two-layer, the first floor entrance hall 2 as the approach to the upper floors, stairs 3, et les beta 4, the turn table space to the first floor of the parking underground And parking lot 5 etc. are arranged.
The reference floor is the common space 6 that becomes the stairs 3, the elevator 4, and the front hall and passage of the stairs. The individual spaces 7 are arranged symmetrically across the shared space 6.

Explanation of symbols

1 apartment house 2 entrance hall 3 stairs 4 elevator 5 parking lot 6 shared space 7 dwelling unit 8 first floor slab 9 underground beam 10 second floor slab 11 first floor beam 12 third floor slab 13 second floor beam 14 fourth floor slab 15 3rd floor beams 16, 22, 36, 45 PCa pillars 17, 18, 47, 51 PCa forward beams 19, 33, 53 Reinforcing bars 20, 34, 46, 54 PCa pillar / beam joints 20a, 34a, 54a 20b, 20c, 34b, 34c, 54b, 54c, 71a, 71b, 71c, 71d, 80a, 80b, 80c, 80d, 84a, 84b, 84c, 87a, 87b, 87c, 87d Port 21, 55 Through hole 23a , 23b, 24a, 24b, 28, 29a, 29b, 30a, 30b, 37a, 37b, 38a, 38b, 42, 43a, 43b, 44a, 4b, 48a, 48b, 49a, 49b, 57a, 57b, 58a, 58b, 63, 64a, 64b, 65a, 65b, 67, 68a, 68b, 69a, 69b Connecting portion 25, 39, 50, 59 Reinforcing portion 26, 40, 61 Ends 27, 41, 62, 66, 76, 81, 90, 91 Floor slabs 31, 32, 56, 60 PCa reverse beams 70, 77, 82, 83, 92 Steel columns 71, 80, 84, 87 Steel column / beam joints 72, 76 Steel forward beam 73 Flange plate 74 Web plates 78, 79, 88, 89 Reverse steel beam 100, 101 Solar panel 102 Space 103 Power storage facility 104 Control device 105 Lead-in distribution board

The present invention will be described below based on examples.
FIG. 1 shows a cross-sectional view of a mid-rise building.
1 shows an embodiment of a building 1 constructed by the building construction method of the present invention, showing a basement 1 and an eight-story building 1, where the basement 1 and the first floor are a parking lot, an entrance hall, The related floor, the second floor to the eighth floor standard floor is a dwelling unit or office.
The first-floor parking lot is a mechanical two-story parking lot, the first floor is the entrance hall 2, stairway 3, evacuator 4, approaching the upper floor, turntable space and parking in the first-floor parking lot A parking lot 5 and the like are provided.
The reference floor is the common space 6 that becomes the stairs 3, the elevator 4, and the front hall and passage of the stairs. The individual spaces 7 are arranged symmetrically across the shared space 6.

In the structural plan of the building 1, the dimension H between the top and bottom beams of the upper and lower beams on the reference floor excluding the basement floor and the first floor is fixed because of its economic efficiency and appearance.
The floor slab 8 and the underground beam 9 on the first floor are constructed as a forward beam so as to be a T-shaped beam, and the finished surface of the floor slab 8 and the finished top end of the underground beam 9 are finished to be flush with each other. . The floor slab 10 and the first floor beam 11 in the second floor space are constructed as reverse beams in which the lower surface of the floor slab 10 and the lower surface of the first floor beam are flush with each other.

Then, the floor slab 12 and the beam 13 on the second floor are constructed as forward beams, and the surface of the floor slab 12 and the finishing top of the beam 13 are finished to be flush with each other. The slab 14 and the beam 15 on the third floor are constructed as reverse beams.
As described above, the slabs with the forward beams and the slabs with the reverse beams are constructed alternately on the adjacent upper and lower floors. Therefore, even if the beam ceiling ends of each floor have the same dimension, for example, if the third floor and the fourth floor are taken as an example, the dimension between the slabs H1 and H2 of each floor will be different.

  In this embodiment, the dimension H between the top ends of the beams on the upper and lower floors is made the same, the floor slab surface of the even floor is constructed as a floor surface by the reverse beam, and the dimension H2 between the slabs of the even floor is constructed to be high. And since the floor slab of odd-numbered floors is constructed as a floor surface by forward beams, the dimension between slabs of odd-numbered floors is constructed lower than the dimension between slabs of even-numbered floors.

  Hereinafter, a method for constructing the building 1 will be described in detail.

  Each member employed in the construction method of the present invention is made of reinforced concrete, and each member is manufactured in advance as a PCa member in a factory. FIG. 2 is a perspective view showing a joint portion between the PCa column 16 and the PCa beams 17 and 18. A rebar 19 protrudes upward from the upper end of the PCa column 16, and the rebar 19 penetrates a PCa column / beam joint 20 for constructing PCa forward beams 17 and 18 mounted and fixed on the column 16. It is inserted through the hole 21 and inserted into the hole on the bottom side of the other PCa pillar 22 located on the upper side.

  The PCa beams 17 and 18 mainly extend in the horizontal direction (column direction) and the vertical direction (beam direction), which are hereinafter referred to as X direction and Y direction for convenience.

  The PCa column / beam joint 20 is formed with a mounting portion 20a mounted on the column 16 and joint portions 20b and 20c protruding from the mounting portion 20a in the left-right direction which is the X direction. Connecting portions 23a, 23b for connecting to the PCa forward beam 17 in the X direction protrude from the ends of the joint portions 20b, 20c, respectively, and the connecting portions 24a protrude from both ends of the PCa forward beam 17, It will be connected with 24b.

  A reinforcing portion 25 is projected from the upper end portion of the PCa column 16, and an end portion 26 of the PCa forward beam 18 arranged in the Y direction is placed thereon, and the placement portion 20 a of the PCa column / beam joint portion 20 is placed. In addition, the connector provided at the reinforcing portion 25 and the connector provided at the end of the PCa forward beam 18 are firmly connected by bolts, pins, welding, or the like.

  The frame of the building is constructed by the PCa column 16 and the PCa column / beam joint 20, the PCa forward beam 17 in the X direction, and the PCa forward beam 18 in the Y direction. The connecting portions 23a and 23b of the PCa column / beam joint 20 protrude from the lower position, in order to install and fix the PCa forward beam 17 from the upper side. It goes without saying that the strength can be obtained by increasing the thickness of the connecting portions 23a and 23b. Each is designed to be firmly connected using an auxiliary metal fitting, etc., but a protruding rebar is provided on the opposite side, and the protruding rebar is inserted on the other side, both of which are concrete, mortar, sleeve hardware, etc. You may make it connect by.

  A floor slab 27 is constructed in the upper part of the PCa forward beams 17 and 18. The floor slab 27 is constructed so as to be bridged between the upper ends of the PCa forward beams 17 and 18. The floor slab 27 is constructed by laying a plate-like floor plate made of an ALC plate or the like, or floor finishing using a deck plate or the like.

  The connecting portions 28, 29a, 29b for constructing the floor slab are protruded in the Y direction from the upper portions of the side walls of the PCa forward beam 17 and the joint portions 20b, 20c of the PCa column / beam joint portion 20, respectively. The connecting portions 30a and 30b are also projected in the X direction from above the PCa forward beam 18. Using the connecting portions 28, 29a, 29b, 30a, 30b, etc., it is possible to construct a floor slab 27 on the forward beam side surrounded by the PCa forward beam 17 in the X direction and the PCa forward beam 18 in the Y direction. It becomes.

  The reinforcing bar 19 that protrudes upward through the through hole 21 of the PCa column / beam joint 20 on the PCa column 16 is connected to the PCa column 22 on the upper floor located above the PCa column / beam joint 20. Will be. It is possible to firmly connect the reinforcing bar 19 by inserting the reinforcing bar 19 into a hole formed in the lower portion of the PCa column 22 and filling and fixing the reinforcing bar 19 and the hole with a filler. Filling can be performed from a hole formed in the side wall of the PCa column 22 or the PCa column / beam joint 20 side. Moreover, it will be firmly connected by an auxiliary | assistant metal fitting and a connection tool.

  FIG. 3 is a perspective view showing the relationship between the PCa column 22 on the upper side and the PCa reverse beams 31 and 32. A reinforcing bar 33 protrudes from the upper end of the PCa column 22, and the reinforcing bar 33 is inserted into a through-hole 35 of a PCa column / beam joint 34 that is placed and fixed on the PCa column 22, and is located on the upper side. The PCa pillar 36 is inserted into the hole on the bottom side.

  The PCa column / beam joint 34 includes a mounting portion 34a and joints 34b and 34c projecting in the left-right direction, and is connected to the PCa reverse beam 31 from the ends of the joints 34b and 34c. Therefore, the connecting portions 37a and 37b are protruded and connected to the connecting portions 38a and 38b protruding from both ends of the PCa reverse beam 31.

  A reinforcing portion 39 protrudes from the upper end portion of the PCa column 22, and an end portion 40 of the PCa reverse beam 32 arranged in the Y direction is placed thereon, and a placement portion 34 a of the PCa column / beam joint portion 34 is placed. In addition, the connecting tool provided at the reinforcing portion 39 and the connecting tool provided at the end of the PCa reverse beam 32 are firmly connected by bolts, pins, welding, or the like. The PCa reverse beam members 31 and 32 are installed at a position where the height between the upper ends of the PCa forward beam members 17 and 18 and the upper ends of the PCa reverse beam members 31 and 32 is the same as the height of the lower floor. .

  The frame of the building is constructed by the PCa column 22, the PCa column / beam joint 34, the PCa reverse beam 31 in the X direction, and the PCa reverse beam 32 in the Y direction. The opposing members can be connected by connecting the protruding reinforcing bars on one side with concrete, mortar, or sleeve hardware so that the protruding reinforcing bars on one side enter the other member. .

  The floor slab 41 is constructed in the lower part of the PCa reverse beams 31 and 32. A floor slab 41 is constructed so as to be attached between the lower ends of the PCa reverse beams 31 and 32. The floor slab 41 is constructed by attaching a plate-like floor board made of an ALC plate or the like, or finishing the floor using a deck plate or the like.

  Connecting portions 42, 43a and 43b for constructing a floor slab are provided from the lower side walls of the PCa reverse beam 31 and the joint portions 34b and 34c of the PCa column / beam joint 34, and the PCa reverse beam in the Y direction is provided. The connecting portions 44a and 44b are also protruded in the X direction from the lower portion of the side wall 32. By using the reinforcing portion 39 and the connecting portions 42, 43a, 43b, 44a, 44b, the floor slab 41 on the reverse beam side surrounded by the PCa reverse beam 31 in the X direction and the PCa reverse beam 32 in the Y direction is constructed. It becomes possible.

  The reinforcing bars 33 that protrude upward through the through holes 35 of the PCa pillar / beam joint 34 are connected to the upper PCa pillars 36 located above the PCa pillar / beam joint 34. .

  By repeating the construction of the above-mentioned PCa column, PCa column / beam joint, PCa forward beam, PCa reverse beam and floor slab, it became possible to alternately appear indoor spaces of different heights on adjacent upper and lower floors. .

  In the above, the PCa forward beam side is the lowest floor, but it is needless to say that the PCa reverse beam side can be constructed as the lowest floor.

  FIG. 4 constructs a building by using a long member straddling the PCa pillar 45 on two layers which are upper and lower floors. A PCa column / beam joint 46 is provided in the middle portion of the PCa column 45 in the longitudinal direction. In the intermediate PCa column / beam joint 46, joints 46a and 46b are formed to project from the left and right in the X direction. Connecting portions 48a and 48b for connecting to the PCa forward beam 47 protrude from the ends of the joint portions 46a and 46b, and are connected to the connecting portions 49a and 49b protruding from both ends of the PCa forward beam 47. It will be.

  A reinforcing portion 50 protrudes from the upper end portion of the PCa column 45, and an end portion 52 of a PCa forward beam 51 arranged in the Y direction is placed thereon. The PCa column / beam joining portion 46 and the reinforcing portion 50 are mounted on the upper end portion. The connection tool provided and the connection tool provided at the end 52 of the PCa forward beam 51 are firmly connected by bolts, pins, welding, or the like.

  A frame corresponding to one layer is constructed by the PCa pillar 45, the PCa forward beam 47 in the X direction, and the PCa forward beam 51 in the Y direction.

  A reinforcing bar 53 protrudes from the upper end portion of the long PCa column 45 extending upward from the PCa column / beam joint 46, and the reinforcing bar 53 constructs a PCa reverse beam mounted and fixed on the PCa column 45. Is inserted into the through hole 55 of the PCa column / beam joint 54 for insertion, and is inserted into the hole on the bottom side of the other PCa column located on the upper floor, and is firmly connected by a reinforcing metal fitting or a connector. .

  The PCa column / beam joint portion 54 includes a central mounting portion 54a and joint portions 54b and 54c protruding from the left and right in the X direction. From the ends of the joint portions 54b and 54c, The connecting portions 57a and 57b for connecting to the PCa reverse beam 56 are projected, and connected to the connecting portions 58a and 58b protruding from both ends of the PCa reverse beam 56.

  A reinforcing portion 59 protrudes from the upper end portion of the PCa column 45, and an end portion 61 of the PCa reverse beam 60 arranged in the Y direction is placed thereon, and the center of the PCa column / beam joint portion 54 is placed. The PCa column 45 and the PCa reverse beam 60 are firmly connected to each other by the connecting tool provided at the portion 54a or the reinforcing part 59, the connecting tool provided at the end 61 of the PCa reverse beam 60, and bolts, pins, welding, or the like. It will be. The PCa reverse beam members 56 and 60 are installed at a position where the height between the upper ends of the PCa forward beam members 47 and 51 and the upper ends of the PCa reverse beam members 56 and 60 is the same as the height of the lower floor. .

  The PCa pillar 45, the PCa forward beam 47 in the X direction, the PCa reverse beam 56, the PCa forward beam 51 in the Y direction, and the PCa reverse beam 60 form a two-layer building frame. In addition to the connection between the protruding connecting portions described above, the opposing members can be connected by connecting the protruding reinforcing bars on one side into the other member by using concrete, mortar, or a sleeve hardware. .

  A floor slab will be constructed after the construction of the frame, or after construction of the forward beams on the lower floor side, or at the same time.

  The floor slab 62 is constructed above the PCa forward beams 47, 51. The floor slab 62 is constructed so as to be bridged between the upper ends of the PCa forward beams 47 and 51. The floor slab 62 is constructed by laying a plate-like floor board made of an ALC plate or the like, or floor finishing using a deck plate or the like.

  Further, the floor slab connecting portions 63, 64a, 64b are projected in the Y direction from the upper portions of the respective side walls of the PCa forward beam 47 and the joint portion of the PCa column / beam joint portion 46 on the lower floor side, respectively. The connecting portions 65a and 65b are also projected in the X direction from the upper side wall of the PCa forward beam 51 in the direction. Using the connecting portions 63, 64a, 64b, 65a, 65b, a space surrounded by the PCa forward beam 47 in the X direction and the PCa forward beam 51 in the Y direction is constructed as a floor slab 62 on the PCa forward beam side. become.

  Next, similarly to the above, the floor slab 66 is constructed in the lower part of the PCa reverse beams 56 and 60 on the upper floor side. A floor slab 66 is constructed so as to be attached between the lower ends of the PCa reverse beams 56 and 60. The floor slab 66 is constructed by attaching a plate-like floor board made of an ALC plate or the like, or finishing the floor using a deck plate or the like.

  Floor slab connecting portions 67, 68 a, 68 b are provided in the Y direction from the lower side of the joint side wall of the PCa reverse beam 56 and the PCa column / beam joint 54 on the upper floor side, and the PCa reverse beam 60 in the Y direction is provided. The connecting portions 69a and 69b are also protruded in the X direction from the lower portion of the side wall. Using the connecting portions 67, 68a, 68b, 69a, 69b, a space surrounded by the PCa reverse beam 56 in the X direction and the PCa reverse beam 60 in the Y direction is constructed as a floor slab 66 on the PCa reverse beam side. become.

  FIG. 5 is a perspective view showing a joint between a steel column and a steel beam in which each member of the construction method of the present invention is made of steel, and a frame by them. The steel column 70 is made of H-shaped steel, and a beam joint 71 for constructing a forward beam is formed in the upper part thereof. The column / beam joint 71 is integrally attached to the steel column 70, and the joints 71a and 71b protrude from the left and right in the X direction. In FIG. 5, the H-section steel protrudes from both flange sides of the H-section steel to be the steel column 70 to form the joint portions 71a and 71b.

  The left and right joints 71a, 71b are connected to the steel forward beam 72 in the X direction. As shown in FIG. 6, the connection is performed by bolting or welding over the flange plate 73 and the web plate 74.

  A joint portion 71c projects from the column / beam joint portion 71 in the Y direction. Similarly to the above, the H-section steel is projected on the web side of the H-section steel to be the steel column 70, and the joint portion 71c is integrally formed.

  The joint 71c projecting in the Y direction is connected to the steel forward beam 75 in the Y direction. The connection is performed by bolting or welding over the flange plate 73, the web plate 74, etc., as described above.

  The frame of the building is constructed by the steel forward beams 72 and 75 in the X direction and the Y direction with respect to the steel column 70. By laying a plate-like floor plate made of an ALC plate or the like on the flanges of the steel forward beams 72 and 75, floor finishing using a deck rate or the like, or other methods, the steel forward beam 72 in the X direction and the steel frame in the Y direction The floor slab 76 on the side of the forward beam surrounded by the forward beam 75 is constructed.

  The upper end of the steel column 70 is connected to a joint 71d of the column / beam joint 71 and a steel column 77 on the upper floor. Similar to the connection of the beams, the connection is firmly made by bolting or welding over the flange plate and the web plate.

  FIG. 7 is a perspective view showing the relationship between the steel column 77 on the upper side and the steel reverse beams 78 and 79. A steel column / beam joint 80 is formed above the steel column 77.

  The steel column / beam joint 80 has joints 80a, 80b projecting in the left-right direction, and bolts that span the flange plate, web plate, etc. across both ends of the steel reverse beam 78. It will be connected by welding or the like.

  Another joint 80c projects in the Y direction from the steel column / beam joint 80, and the joint 80c is connected to the end of the steel reverse beam 79 disposed in the Y direction, a flange plate, a web plate, and the like. It is connected by bolting or welding over the bridge. The steel reverse beam members 78 and 79 are installed at a position where the height between the upper ends of the steel forward beam members 72 and 75 and the upper ends of the steel reverse beam members 78 and 79 is the same as the height of the lower floor. .

  The frame of the building is constructed by the steel column 77, the steel column / beam joint 80, the steel reverse beam 78 in the X direction, and the steel reverse beam 79 in the Y direction.

  A floor slab 81 on the reverse beam side is constructed in a space surrounded by the steel reverse beam 78, the lower part of the steel column / beam joint 80, and the lower part of the steel reverse beam 79 in the Y direction.

  The joint 80d positioned above the steel column / beam joint 80 is connected to the steel column 82 on the upper floor.

  By repeating the construction of the above-mentioned steel columns, steel column / beam joints, steel forward beams, steel reverse beams and floor slabs, it became possible to alternately appear indoor spaces with different heights on adjacent upper and lower floors. .

  In the above, the steel forward beam side is the lowest floor, but it is needless to say that the steel reverse beam side can be the lowest floor.

  FIG. 8 shows the construction of a building using a long member straddling the steel pillar 83 over two layers which are upper and lower floors. A steel column / beam joint 84 is provided at an intermediate portion in the longitudinal direction of the steel column 83. In the steel column / beam joint portion 84 at the intermediate portion, joint portions 84a and 84b are formed so as to protrude on the left and right sides in the X direction. The end portions of the joint portions 84a and 84b are connected to both end portions of the steel forward beam 85 by bolting or welding over a flange plate and a web plate.

  A joint 84c protrudes from the steel column / beam joint 84 in the Y direction, and the joint 84c bridges the end of the steel forward beam 86 arranged in the Y direction, a flange plate, a web plate, and the like. All bolts and welding are connected.

  A frame corresponding to one layer is constructed by the steel column 83, the steel forward beam 85 in the X direction, and the steel forward beam 86 in the Y direction.

  The upper part of the long steel column 83 is connected to a steel column / beam joint 87 for constructing a reverse steel beam.

  The steel column / beam joint 87 is bolted by bridging the ends of the joints 87a and 87b projecting in the X direction from the left and right sides and the steel reverse beam 88 in the X direction across a flange plate and a web plate. It is connected by welding or the like.

  A joint 87c projects in the Y direction from the center of the steel column / beam joint 87, and the joint 87c is an end of a steel reverse beam 89 disposed in the Y direction, a flange plate, a web plate, and the like. It is connected by bolting or welding over the bridge. The steel reverse beam members 88 and 89 are installed at a position where the height between the upper ends of the steel forward beam members 85 and 86 and the upper ends of the steel reverse beam members 88 and 89 is the same as the height of the lower floor. .

  The steel frame 83, the steel forward beam 85 in the X direction, the steel reverse beam 88, the steel forward beam 86 in the Y direction, and the steel reverse beam 89 constitute a two-layer building frame.

A floor slab will be constructed after the construction of the frame, or after construction of a steel forward beam on the lower floor side, or simultaneously with the construction.
The upper part of the X-direction steel forward beam 85 and the steel column / beam joint 84 on the lower floor, and the Y-direction steel forward beam 86 and the steel column / beam joint 84 joint. The space surrounded by the upper portion of 84c is constructed as a floor slab 90 on the steel forward beam side.

  Next, the lower part of the joints 87a and 87b of the steel frame reverse beam 88 and the steel column / beam joint 87 in the X direction on the upper floor side, the steel reverse beam 89 and the steel column / beam joint 87 in the Y direction are arranged. A space surrounded by the joint portion 87c is constructed as a floor slab 91 on the steel reverse beam side.

  The joint 87d of the column / beam joint 87 in the upper part of the steel column 83 is connected to another steel column 92 positioned above by bolting or welding over a flange plate and a web plate. Is done.

  By repeating the construction of the above-mentioned steel columns, steel column / beam joints, steel forward beams, steel reverse beams and floor slabs, it became possible to alternately appear indoor spaces with different heights on adjacent upper and lower floors. .

  In the above, the steel forward beam side is the lowest floor, but it is needless to say that the steel reverse beam side can be the lowest floor.

  In Examples 2 and 4 described above, an example of building a building using a long pillar member straddling two layers has been shown. However, if road conditions, weight, cranes, etc. are relaxed, three layers are used. It is also possible to use a long column member straddling and to form a single member in which a forward beam, a reverse beam, a forward beam, or a reverse beam, a forward beam, and a reverse beam are repeated.

  In addition, various methods are conceivable for the connecting portion between the column and the beam, and each of the above examples shows one embodiment thereof, and is not limited thereto.

The building constructed according to the above embodiment can bring about a change in the height of the indoor space, so as shown in FIG. can do.
Further, as shown in FIG. 10, an effective wind passage in the room can be secured by using the height of the indoor space.

Furthermore, as shown in FIG. 10, the space can be made into two layers using the height of the indoor space, and the lower layer side can be used as a storage space for various ecological measures. Ecological measures include a treatment system that handles waste that can be handled in each room, a system that absorbs CO ₂ and discharges oxygen, power generation facilities and storage means for emergencies, etc. .

  As described above, since a space with a high ceiling height is obtained, a sufficient article storage space that is not included in the floor area can be obtained. A specific example thereof will be described below.

  As shown in FIG. 11, solar panels 100, 101 are arranged in front of the outer surface of the beam on the upper part of the veranda provided outside the room serving as each individual space and on the handrail of the veranda, and the solar panels 100, 101. The solar energy obtained by the above is stored as electrical energy by wiring connection with the power storage equipment 103 installed in the article storage space 102 that can be provided by using a high three-dimensional space obtained by the difference in height of each indoor space. In addition, the stored energy can be supplied to various load devices of each dwelling unit.

  Solar panels 100 and 101 are disposed in front of the outer surface of the beam, which is an upper part of a veranda, a balcony or the like (hereinafter simply referred to as a veranda) from which sunlight is obtained in each individual space, a handrail of the veranda, and the like. A rod-like body is suspended from the lower part of the veranda located on the upper floor, and the solar panels 100 and 101 are attached to the front surface of the stick-like body or a small wall formed at the lower part of the veranda or a handrail raised from the end of the veranda. It is installed so as to be incorporated inside. The solar panels 100 and 101 are formed as solar power generation panels, and are solar cells laid in order to convert sunlight into electric energy. The solar panels 100 and 101 are connected to a power storage facility 103 arranged in an article storage space 102 under the floor obtained by forming a space with a height up to the ceiling by wiring.

  The solar panels 100 and 101 are wired to an article storage space 102 provided in each individual room through the lower part or wall surface of the veranda, and are connected to a power storage facility 103 provided in the article storage space 102. The power storage facility 103 is connected to the control device 104, and the control device 104 controls the amount of power supply, the supply time, switching between the conventional power supply and the like. On the other hand, the conventional power is also connected to the control device 104 via the lead-in distribution board 105, and the control device 104 controls the amount of power supply, the supply time, and switching thereof.

  With this control, power supply to various load devices such as various lighting fixtures, refrigerators, TVs, washing machines, and air-conditioning equipment used in each individual room is changed from conventional power. It is configured to be able to switch or vice versa.

  As the power storage facility 103, it is desirable to use a lithium ion battery or the like that is small and light and has a high energy density in addition to a nickel metal hydride battery. Capacitors made of activated carbon and barium titanate as the main raw materials do not contain substances that are large and heavy, have a short life span, and are susceptible to pollution such as lead electrodes and sulfuric acid, as in conventional lead capacitors. It is desirable to use a capacitor of the (capacitor) type.

  The power storage facility 103 can store the electric power obtained in the daytime and supply it for the night, and emergency power including emergency lights can be used as an emergency response when the conventional power supply stops due to some circumstances. The electric power required sometimes can be secured.

Claims (8)

PCa member or steel frame member manufactured in advance in the factory, with the same dimension between the top ends of the beams located on the upper and lower floors, and the upper and lower beams being repeated so that the forward and reverse beams are alternately positioned. In the construction method of low-rise or middle-high buildings that build the whole by
1. A PCa pillar / beam joint is provided on the upper part of the PCa pillar member serving as the PCa member, and a PCa forward beam member extending in the X direction is disposed between the adjacent PCa pillar / beam joints. PCa extending in the Y direction between the PCa column / beam joint and, in some cases, to the side between the PCa forward beam members, fixes the side end of the beam joint and the side end of the forward beam member. Fixing the forward beam member;
2. The PCa column member on the adjacent upper floor is fixed to the upper part of the PCa column / beam joint, the PCa column / beam joint is provided on the upper part of the PCa column member, and the X direction between the adjacent PCa column / beam joints is provided in the X direction. The extending PCa reverse beam member is disposed at a position where the height between the upper end of the PCa forward beam member and the upper end of the PCa reverse beam member is the same as the height of the lower floor, and the PCa column / beam joint side A PCa reverse beam member extending in the Y direction is fixed between the PCa column / beam joint and, in some cases, the side between the PCa reverse beam members. Fixing process,
3. The space surrounded by the PCa forward beam member by the above process constructs a slab whose floor is the top end side of the PCa forward beam member, and the space surrounded by the PCa reverse beam member is the lower end side of the PCa reverse beam member. Building a slab with a ceiling surface,
4). In the space with different heights obtained by the above process, the slab is constructed so as to obtain an article storage space with a low ceiling surface that is not included in the floor area in a part of the same space as the indoor space with a high height. Process,
5. A solar panel is arranged on the outside of the beam located on the veranda side where sunlight can be obtained and on the handrail of the veranda , and the solar energy obtained by the solar panel is arranged from the solar panel to the lower part of the veranda and on the wall surface The power storage device stores normal power together with the wiring, and the power storage device, the control device, and the power distribution board are arranged in a low- sized article storage space that is not included in the floor area, and the power storage device stores power in each dwelling unit. A process of using energy as a means of supplying various load devices in the dwelling unit space;
A building construction method, wherein the building is constructed such that the indoor spaces on the upper and lower floors adjacent to each other are made different by repeating each of the above steps, and the power storage device is provided using the height. PCa member or steel frame member manufactured in advance in the factory, with the same dimension between the top ends of the beams located on the upper and lower floors, and the upper and lower beams being repeated so that the forward and reverse beams are alternately positioned. In the construction method of low-rise or middle-high buildings that build the whole by
1. A steel column / beam joint is provided on the upper part of the steel column member to be the steel member, and a steel forward beam member extending in the X direction is disposed between the adjacent steel column / beam joints. The side end of the beam joint and the side end of the steel forward beam member are fixed, and extends in the Y direction between the steel column / beam joint and, in some cases, the side between the steel forward beam members. Fixing the steel forward beam member,
2. A steel column member on an adjacent upper floor is fixed to the upper part of the steel column / beam joint, a steel column / beam joint is provided on the upper part of the steel column member, and the X-direction is provided between the adjacent steel column / beam joints. The extending steel reverse beam member is disposed at a position where the height between the upper end of the steel forward beam member and the upper end of the steel reverse beam member is the same as the height of the lower floor, and the steel column / beam joint side An end portion and a side end portion of the steel reverse beam member are fixed, and a steel reverse beam member extending in the Y direction is provided between the steel column / beam joint portion and, in some cases, a side portion between the steel reverse beam members. Fixing process,
3. The space surrounded by the steel forward beam member by the above process constructs a slab having the top surface of the steel forward beam member as the floor, and the space surrounded by the steel reverse beam member is the lower end side of the steel reverse beam member. Building a slab with a ceiling surface,
4). In the space with different heights obtained by the above process, the slab is constructed so as to obtain an article storage space with a low ceiling surface that is not included in the floor area in a part of the same space as the indoor space with a high height. Process,
5. A solar panel is arranged on the outside of the beam located on the veranda side where sunlight can be obtained and on the handrail of the veranda , and the solar energy obtained by the solar panel is arranged from the solar panel to the lower part of the veranda and on the wall surface The power storage device stores normal power together with the wiring, and the power storage device, the control device, and the power distribution board are arranged in a low- sized article storage space that is not included in the floor area, and the power storage device stores power in each dwelling unit. A process of using energy as a means of supplying various load devices in the dwelling unit space;
A building construction method, wherein the building is constructed such that the indoor spaces on the upper and lower floors adjacent to each other are made different by repeating each of the above steps, and the power storage device is provided using the height. PCa member or steel frame member manufactured in advance in the factory, with the same dimension between the top ends of the beams located on the upper and lower floors, and the upper and lower beams being repeated so that the reverse beams and the forward beams are alternately positioned. In the construction method of low-rise or middle-high buildings that build the whole by
1. A PCa pillar / beam joint is provided on the upper part of the PCa pillar member to be the PCa member, and a PCa reverse beam member extending in the X direction is disposed between the adjacent PCa pillar / beam joints. The side end of the beam joint and the side end of the PCa reverse beam member are fixed, and extend in the Y direction between the PCa column / beam joint and, in some cases, the side between the PCa reverse beam members. Fixing the PCa reverse beam member;
2. The PCa column member on the adjacent upper floor is fixed to the upper part of the PCa column / beam joint, the PCa column / beam joint is provided on the upper part of the PCa column member, and the X direction is set between the adjacent PCa column / beam joints. The PCa forward beam member extending to the PCa forward beam member is disposed at a position where the height between the upper end of the PCa reverse beam member and the upper end of the PCa forward beam member is the same as the height of the lower floor. A PCa forward beam member which fixes a side end portion and a side end portion of the PCa forward beam member and extends in the Y direction between the PCa column / beam joint portion and, in some cases, between the PCa forward beam members. Fixing process,
3. The space surrounded by the PCa reverse beam member by the above process constructs a slab with the lower end side of the PCa reverse beam member as a ceiling surface, and the space surrounded by the PCa forward beam member is the top end side of the PCa forward beam member Building a slab with a floor
4). In the space with different heights obtained by the above process, the slab is constructed so as to obtain an article storage space with a low ceiling surface that is not included in the floor area in a part of the same space as the indoor space with a high height. Process,
5. A solar panel is arranged on the outside of the beam located on the veranda side where sunlight can be obtained and on the handrail of the veranda , and the solar energy obtained by the solar panel is arranged from the solar panel to the lower part of the veranda and on the wall surface The power storage device stores normal power together with the wiring, and the power storage device, the control device, and the power distribution board are arranged in a low- sized article storage space that is not included in the floor area, and the power storage device stores power in each dwelling unit. A process of using energy as a means of supplying various load devices in the dwelling unit space;
A building construction method, wherein the building is constructed such that the indoor spaces on the upper and lower floors adjacent to each other are made different by repeating each of the above steps, and the power storage device is provided using the height. PCa member or steel frame member manufactured in advance in the factory, with the same dimension between the top ends of the beams located on the upper and lower floors, and the upper and lower beams being repeated so that the reverse beams and the forward beams are alternately positioned. In the construction method of low-rise or middle-high buildings that build the whole by
1. A steel column / beam joint is provided on the upper part of the steel column member to be the steel member, and a steel reverse beam member extending in the X direction is disposed between the adjacent steel column / beam joints. The side end of the beam joint and the side end of the steel reverse beam member are fixed, and extends in the Y direction between the steel column / beam joint and, in some cases, the side between the steel reverse beam members. Fixing a steel reverse beam member;
2. The steel column member on the adjacent upper floor is fixed to the upper part of the steel column / beam joint, a steel column / beam joint is provided on the upper part of the steel column member, and the X direction is set between the adjacent steel column / beam joints. The steel forward beam member extending to the steel floor is disposed at a position where the height between the upper end of the steel reverse beam member and the upper end of the steel forward beam member is the same as the height of the lower floor. A steel forward beam member that extends in the Y direction between the steel column / beam joints and, in some cases, between the steel forward beam members, is fixed to the side end portion and the side end portion of the forward beam member. Fixing process,
3. The space surrounded by the steel reverse beam member by the above process constructs a slab with the lower end side of the steel reverse beam member as the ceiling surface, and the space surrounded by the steel forward beam member is the top end side of the steel forward beam member Building a slab with a floor
4). In the space with different heights obtained by the above process, the slab is constructed so as to obtain an article storage space with a low ceiling surface that is not included in the floor area in a part of the same space as the indoor space with a high height. Process,
5. A solar panel is arranged on the outside of the beam located on the veranda side where sunlight can be obtained and on the handrail of the veranda , and the solar energy obtained by the solar panel is arranged from the solar panel to the lower part of the veranda and on the wall surface The power storage device stores normal power together with the wiring, and the power storage device, the control device, and the power distribution board are arranged in a low- sized article storage space that is not included in the floor area, and the power storage device stores power in each dwelling unit. A process of using energy as a means of supplying various load devices in the dwelling unit space;
A building construction method, wherein the building is constructed such that the indoor spaces on the upper and lower floors adjacent to each other are made different by repeating each of the above steps, and the power storage device is provided using the height. PCa member or steel frame member manufactured in advance in the factory, with the same dimension between the top ends of the beams located on the upper and lower floors, and the upper and lower beams being repeated so that the forward and reverse beams are alternately positioned. In the construction method of low-rise or middle-high buildings that build the whole by
1. A PCa beam joint is provided at an intermediate portion of the PCa column member to be the PCa member, and a PCa forward beam member extending in the X direction is disposed between the adjacent PCa beam joints. The end portion and the side end portion of the PCa forward beam member are fixed, and the PCa forward beam member extending in the Y direction is fixed between the PCa beam joint portions and, in some cases, the side portion between the PCa forward beam members. Process,
2. A PCa column / beam joint is provided on the upper part of the PCa column member, and the PCa reverse beam member extending in the X direction between the adjacent PCa column / beam joints is connected to the upper end of the PCa forward beam member and the PCa reverse beam member. The PCa column is disposed at a position where the height between the upper ends of the PCa is the same as the height of the lower floor, and the side end of the PCa column / beam joint and the side end of the PCa reverse beam member are fixed. Fixing the PCa reverse beam members extending in the Y direction between the beam joints and, in some cases, between the PCa reverse beam members;
3. The space surrounded by the PCa forward beam member by the above process constructs a slab whose floor is the top end side of the PCa forward beam member, and the space surrounded by the PCa reverse beam member is the lower end side of the PCa reverse beam member. Building a slab with a ceiling surface,
4). In the space with different heights obtained by the above process, the slab is constructed so as to obtain an article storage space with a low ceiling surface that is not included in the floor area in a part of the same space as the indoor space with a high height. Process,
5. A solar panel is arranged on the outside of the beam located on the veranda side where sunlight can be obtained and on the handrail of the veranda , and the solar energy obtained by the solar panel is arranged from the solar panel to the lower part of the veranda and on the wall surface The power storage device stores normal power together with the wiring, and the power storage device, the control device, and the power distribution board are arranged in a low- sized article storage space that is not included in the floor area, and the power storage device stores power in each dwelling unit. A process of using energy as a means of supplying various load devices in the dwelling unit space;
A building construction method, wherein the building is constructed such that the indoor spaces on the upper and lower floors adjacent to each other are made different by repeating each of the above steps, and the power storage device is provided using the height. PCa member or steel frame member manufactured in advance in the factory, with the same dimension between the top ends of the beams located on the upper and lower floors, and the upper and lower beams being repeated so that the forward and reverse beams are alternately positioned. In the construction method of low-rise or middle-high buildings that build the whole by
1. A steel beam joint is provided in the middle part of the steel column member as the steel member, and a steel forward beam member extending in the X direction is disposed between the adjacent steel beam joints, and the side of the steel beam joint An end and a side end of the steel forward beam member are fixed, and a steel forward beam member extending in the Y direction is fixed between the steel beam joints and, in some cases, between the steel forward beam members. Process,
2. A steel column / beam joint is provided above the steel column member, and the steel reverse beam member extending in the X direction between the adjacent steel column / beam joints is connected to the upper end of the steel forward beam member and the steel reverse beam member. Are disposed at a position where the height between the upper ends of the steel columns is the same as the height of the lower floor, and the side end of the steel column / beam joint and the side end of the steel reverse beam member are fixed. Fixing the steel reverse beam members extending in the Y direction between the beam joints and, in some cases, between the steel reverse beam members;
3. The space surrounded by the forward beam member by the above process constructs a slab with the top end side of the forward beam member as the floor surface, and the space surrounded by the steel reverse beam member ceilings the lower end side of the steel reverse beam member The process of building a slab as a surface,
4). In the space with different heights obtained by the above process, the slab is constructed so as to obtain an article storage space with a low ceiling surface that is not included in the floor area in a part of the same space as the indoor space with a high height. Process,
5. A solar panel is arranged on the outside of the beam located on the veranda side where sunlight can be obtained and on the handrail of the veranda , and the solar energy obtained by the solar panel is arranged from the solar panel to the lower part of the veranda and on the wall surface The power storage device stores normal power together with the wiring, and the power storage device, the control device, and the power distribution board are arranged in a low- sized article storage space that is not included in the floor area, and the power storage device stores power in each dwelling unit. A process of using energy as a means of supplying various load devices in the dwelling unit space;
A building construction method, wherein the building is constructed such that the indoor spaces on the upper and lower floors adjacent to each other are made different by repeating each of the above steps, and the power storage device is provided using the height. PCa member or steel frame member manufactured in advance in the factory, with the same dimension between the top ends of the beams located on the upper and lower floors, and the upper and lower beams being repeated so that the reverse beams and the forward beams are alternately positioned. In the construction method of low-rise or middle-high buildings that build the whole by
1. A PCa beam joint is provided at an intermediate portion of the PCa column member to be the PCa member, and a PCa reverse beam member extending in the X direction is disposed between the adjacent PCa beam joints. The end portion and the side end portion of the PCa reverse beam member are fixed, and the PCa reverse beam member extending in the Y direction is fixed between the PCa beam joint portions and, in some cases, the side portion between the PCa reverse beam members. Process,
2. A PCa column / beam joint is provided on the upper part of the PCa column member, and the PCa forward beam member extending in the X direction between the adjacent PCa column / beam joints is connected to the upper end of the PCa reverse beam member and the PCa forward beam member. Is arranged at a position where the height between the upper ends of the PCa column is equal to the height of the lower floor, and the side end of the PCa column / beam joint and the side end of the PCa forward beam member are fixed, Fixing the PCa forward beam member extending in the Y direction between the beam joints and possibly between the PCa forward beam members;
3. The space surrounded by the PCa reverse beam member by the above process constructs a slab with the lower end side of the PCa reverse beam member as a ceiling surface, and the space surrounded by the PCa forward beam member is the top end side of the PCa forward beam member Building a slab with a floor
4). In the space with different heights obtained by the above process, the slab is constructed so as to obtain an article storage space with a low ceiling surface that is not included in the floor area in a part of the same space as the indoor space with a high height. Process,
5. A solar panel is arranged on the outside of the beam located on the veranda side where sunlight can be obtained and on the handrail of the veranda , and the solar energy obtained by the solar panel is arranged from the solar panel to the lower part of the veranda and on the wall surface The power storage device stores normal power together with the wiring, and the power storage device, the control device, and the power distribution board are arranged in a low- sized article storage space that is not included in the floor area, and the power storage device stores power in each dwelling unit. A process of using energy as a means of supplying various load devices in the dwelling unit space;
A building construction method, wherein the building is constructed such that the indoor spaces on the upper and lower floors adjacent to each other are made different by repeating each of the above steps, and the power storage device is provided using the height. PCa member or steel frame member manufactured in advance in the factory, with the same dimension between the top ends of the beams located on the upper and lower floors, and the upper and lower beams being repeated so that the reverse beams and the forward beams are alternately positioned. In the construction method of low-rise or middle-high buildings that build the whole by
1. A steel beam joint is provided in the middle part of the steel column member as the steel member, and a steel reverse beam member extending in the X direction is disposed between the adjacent steel beam joints, and the side of the steel beam joint The end portion and the side end portion of the steel reverse beam member are fixed, and the steel reverse beam member extending in the Y direction is fixed between the steel beam joint portions and, in some cases, the side portion between the steel reverse beam members. Process,
2. A steel column / beam joint is provided on the upper part of the steel column member, and a steel forward beam member extending in the X direction between the adjacent steel column / beam joints is connected to the upper end of the steel reverse beam member and the steel forward beam member. Are arranged at a position where the height between the upper ends of the steel floor is the same as the height of the lower floor, and the side end of the steel column / beam joint and the side end of the forward beam member are fixed, and the steel column / beam Fixing the steel forward beam member extending in the Y direction between the joints and, in some cases, between the steel forward beam members;
3. The space surrounded by the steel reverse beam member by the above process constructs a slab with the lower end side of the steel reverse beam member as the ceiling surface, and the space surrounded by the steel forward beam member is the top end side of the steel forward beam member Building a slab with a floor
4). In the space with different heights obtained by the above process, the slab is constructed so as to obtain an article storage space with a low ceiling surface that is not included in the floor area in a part of the same space as the indoor space with a high height. Process,
5. A solar panel is arranged on the outside of the beam located on the veranda side where sunlight can be obtained and on the handrail of the veranda , and the solar energy obtained by the solar panel is arranged from the solar panel to the lower part of the veranda and on the wall surface The power storage device stores normal power together with the wiring, and the power storage device, the control device, and the power distribution board are arranged in a low- sized article storage space that is not included in the floor area, and the power storage device stores power in each dwelling unit. A process of using energy as a means of supplying various load devices in the dwelling unit space;
A building construction method, wherein the building is constructed such that the indoor spaces on the upper and lower floors adjacent to each other are made different by repeating each of the above steps, and the power storage device is provided using the height.

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