WO2020158525A1 - 壁パネルの設置施工方法 - Google Patents
壁パネルの設置施工方法 Download PDFInfo
- Publication number
- WO2020158525A1 WO2020158525A1 PCT/JP2020/002033 JP2020002033W WO2020158525A1 WO 2020158525 A1 WO2020158525 A1 WO 2020158525A1 JP 2020002033 W JP2020002033 W JP 2020002033W WO 2020158525 A1 WO2020158525 A1 WO 2020158525A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- wooden
- pair
- wall panel
- installing
- pillars
- Prior art date
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
- E04B2/706—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with supporting function
- E04B2/707—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with supporting function obturation by means of panels
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
- E04B2001/2644—Brackets, gussets or joining plates
- E04B2001/2648—Brackets, gussets or joining plates located in slots of the elongated wooden members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
- E04B2001/2652—Details of nailing, screwing, or bolting
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
- E04B2001/268—Connection to foundations
- E04B2001/2684—Connection to foundations with metal connectors
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
- E04C2/386—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a frame of unreconstituted or laminated wood
Definitions
- the present invention relates to a method of installing and installing a wall panel for installing a wall panel on a frame member composed of a pair of wooden columns and wooden beams in a wooden frame construction method.
- a load-bearing wall in a wooden frame structure a pair of wooden columns with wooden beams erected diagonally with braces, or a frame frame and structural plywood, etc.
- An integrated surface material is generally used.
- a wooden beam is erected on a wooden column to form a frame member, and the bearing surface is adjusted after the construction of the wooden column is adjusted.
- a so-called pedicel material such as a stud, which serves as a base material of the material, is installed on the frame assembly, and finally the load bearing surface material is fixed to the pedestal material and the frame assembly.
- a load bearing wall structure has been proposed in which a wall panel in which a feather pedestal material and a load bearing surface material are integrated in advance is carried into a construction site and fixed to a frame assembly as it is (for example, Patent Document 1 and Patent Document. Reference 2).
- feather siding materials and bearing surface materials that can be used even in post-construction are often postponed, and after forming the timber frame and adjusting the construction of the wooden columns, the construction of the upper floors and the shafts of the upper floors are performed. In many cases, priority is given to the formation of braids.
- the construction of the wing plate material and the bearing surface material is performed outdoors like the construction of the frame assembly, it is easily affected by the weather, and if the construction is performed separately from the frame assembly, the construction process will be affected and the construction period will be shortened. There is a risk of extension.
- the wall panels described in Patent Documents 1 and 2 have the load bearing surface material and the feather pedestal material integrated in advance, the wall panel can be easily fixed to the frame assembly member to shorten the working time.
- the wall panel can be easily fixed to the frame assembly member to shorten the working time.
- the present invention has been made in view of the above-mentioned problems, and a wall panel can be easily installed on a frame member formed by erection of a wooden beam on a pair of wooden columns, and the erection of the wooden columns can be adjusted. It is an object of the present invention to provide a method for installing and installing a wall panel that does not affect the environment.
- a first wall panel installation construction method of the present invention is a wall panel installation construction for installing a wall panel on a pair of wood columns that are erected at a distance from each other and a wood beam that is erected on the pair of wood columns.
- the wall panel comprises a face material, and a long joint material that extends in a horizontal direction and is fixed to one plate surface of the face material and is joined to the pair of wood pillars.
- the bonding material is disposed between the pair of wood pillars, and both ends in the longitudinal direction of the bonding material are bonded to respective side surfaces of the pair of wood pillars facing each other, and the pair of wood beams are connected to each other. It is characterized in that the edge of the face material is fixed to the front surfaces of the pair of wooden pillars and the wooden beams after being installed on the wooden pillars and adjusting the erection of the wooden pillars.
- the pair of wooden pillars have joining metal fittings fixed to their respective side surfaces facing each other, and the joining material is formed at both ends in the longitudinal direction. It is characterized in that the insertion portion of the joining metal fitting is inserted into each of the cut grooves, and is joined to the pair of wood pillars by being penetrated together with the insertion portion by a drift pin.
- the third wall panel installation construction method of the present invention is characterized in that the wall panel is formed by connecting and fixing the face materials that are vertically adjacent to each other with a joining material.
- the installation construction method of the 4th wall panel of this invention WHEREIN The said wall panel is formed by fixing the said joining material to the upper end part or lower end part of the said surface material, and the said joining material has both ends of a longitudinal direction, It is characterized in that the pair of wood pillars are joined to each other by a predetermined distance from the respective side surfaces of the wooden pillars which face each other and are joined by the joining metal fitting.
- the fifth wall panel installation construction method of the present invention is characterized in that the cut groove is formed so as to penetrate from the upper end surface to the lower end surface of the bonding material.
- the wall panel is fixed to a plate surface on a side of the face material on which the joining material is fixed, and further comprises a stud and a lower frame member for reinforcing the face material. It is characterized by being equipped.
- the joint material of the wall panel is arranged between the pair of wood columns, and both longitudinal ends are joined to the respective side surfaces of the pair of wood columns.
- the wooden beams are erected in the state and the construction of the wooden columns is adjusted, and then the surface material is fixed to the front of the wooden columns and the wooden beams, so that the movement of the wooden columns and the wooden beams is not obstructed by the wall panels.
- the height of the pillar can be adjusted smoothly.
- the wooden pillar and the wooden beam framework, the wooden pillar construction adjustment, and the wall panel construction can be performed at the same timing, it is possible to shorten the outdoor work time, which is easily affected by the weather.
- the pair of wooden columns have the joining metal fittings fixed to their respective side surfaces facing each other, and the joining material is formed at both ends in the longitudinal direction. Since the insertion part of the joining metal fitting is inserted into the notched groove, it is not necessary to mark the installation position of the joining material on the wooden pillar, and the wall panel, which is a heavy item, can be easily placed at the proper position. Can be joined to a pair of wooden pillars, and the workability can be improved.
- the wall panels since the wall panels connect and fix the face materials adjacent to each other in the vertical direction with the bonding material, the building having a high floor height by joining the face materials in the vertical direction. It can be a wall panel that can also be used.
- the upper portion of the wall panel is provided between the pair of wood pillars.
- the bonding material can be a window stand or a window lintel.
- the joining material is joined to the pair of wood pillars in a state where both ends in the longitudinal direction are separated from the side surfaces of the pair of wood pillars facing each other by a predetermined distance, so that a horizontal force acts on the pair of wood pillars,
- the wood pillars facing the opening where the face plate is not fixed are displaced more horizontally than the wood pillars where the face plate is fixed, the wood pillars facing the opening intersect the joint material. It is possible to reduce a possibility that a large compressive force of shear is transmitted to a portion to be subjected to brittle buckling.
- the cut groove of the joining material penetrates from the upper end surface to the lower end surface of the joining material, it is easy to drop the joining material from above the joining fitting.
- the insertion part can be inserted into the cut groove.
- the wall panel is provided with a stud and a lower frame material which are so-called pedicel materials that reinforce the surface material. It is not necessary to separately construct and, and the workability can be improved.
- FIG. 2 is a sectional view taken along line AA of FIG.
- the perspective view which shows a wall panel. The perspective view which shows the state which connected the wall panel in the horizontal direction.
- the perspective view which shows a 2nd joining metal fitting The perspective view which shows the situation which installs a wall panel in a 2nd joining metal fitting.
- FIG. 3 is a perspective view showing a situation where a wooden beam is installed on a pair of wooden columns.
- the wall panel installation construction method of the present application is a construction method used when constructing a building having a wooden frame structure. As shown in FIG. 1, a wooden beam 2 is erected on a pair of wooden columns 1. It is used when the wall panel 3 is installed on the frame assembly that is made up of, and is mainly used to form a bearing wall located on the outer periphery of the first floor of a building.
- the wall panel installation construction method of the present application can be used not only when forming a bearing wall on the outer periphery of a building but also when forming a bearing wall inside a building or a normal partition wall.
- the “front surface” is a visible surface that can be visually seen in FIG. 1, and the “back surface” refers to a surface opposite to the “front surface”.
- the load bearing wall 4 has a plurality of face members 31 on a frame member composed of a pair of wooden pillars 1 and wooden beams 2 which are erected on the upper portion of a foundation 5 with a space therebetween. It is formed by fixing the wall panel 3 which is connected and fixed by the bonding material 32.
- the pair of wooden pillars 1 are long vertical members that are erected on the upper end surface of the foundation 5 through the pillar pedestals 6 fixed to the lower ends.
- one wood pillar 11 is formed longer than the other wood pillar 12, and the first side surface 11a facing the other wood pillar 12 is opposite to the first side surface 11a.
- the hole 11c is formed substantially at the center in the longitudinal direction.
- a plurality of third through holes 12b penetrating from the second side surface 12a facing the one wooden pillar 11 toward the side surface opposite to the second side surface 12a is a second through hole. It is formed at a height position that matches 11c.
- the other wooden pillar 12 is formed with a dowel hole 12b extending from the upper end surface toward the lower end surface, and the dowel 2e of the wooden beam 2 to be described later is inserted into the dowel hole 12b. Then, the wooden beam 2 can be locked to the other wooden column 12.
- the pedestal metal fitting 6 includes a pedestal 61 fixed to the foundation 5 by an anchor bolt 51 protruding from the upper end surface of the foundation 5, and the wooden pillars 11 and 12 (the other wooden pillar 12 in the illustrated example). ) And a supporting portion 62 for supporting the lower end portion of the wooden pillars 11 and 12, and the insertion plate 62a of the supporting portion 62 protruding upward as shown in FIG. ), and the wood pin 11, 12 and the insertion plate 62a are penetrated by the doft pin 91 to be fixed integrally with the wood column 11, 12.
- the wooden beams 2 erected on the pair of wooden columns 1 shown in Fig. 1 are long horizontal members that extend horizontally, and are composed of floor beams that support the upper floors and roof beams that support the roof.
- the wooden beam 2 can be joined to one of the wooden pillars 11 at one longitudinal end by the first joint fitting 7 fixed to the one wooden pillar 11.
- a fourth through hole 2d is formed so as to penetrate to the first rear surface 2c side.
- a rod-shaped dowel 2e protruding downward from the lower end surface of the wooden beam 2 that is in contact with the other wooden pillar 12 is fixed to the other dowel hole 12b of the other wooden pillar 12.
- the wooden beam 2 can be locked to the other wooden column 12.
- the so-called one wooden pillar 11 wins frame against the wooden beam 2, but the structure is not particularly limited, and both wooden pillars 11 and 12 can be used as the wooden beam 2 win frame. Good.
- the wall panel 3 is a panel material that is installed over the entire area surrounded by a pair of wooden columns 1 and wooden beams 2, and as shown in FIG. A long joining material 32 that connects the face material 31 and the face material 31 in the vertical direction and extends in the horizontal direction, and a stud that is fixed to one plate surface 31a of each face material 31 and serves as a base material of the face material 31. 33 and the lower frame member 34, and these components are assembled in a factory in advance and are carried into the construction site.
- a plate material such as structural plywood or particle board having excellent shearing performance is used, and is formed with a width of about 900 to 1000 mm and a height of about 3030 mm or less.
- the face material 31 can be made into a panel corresponding to various floor heights H of various heights shown in FIG. 1 by joining the joining material 32 in the vertical direction. Therefore, the wall panel 3 has a general standard dimension. It can be formed by using the structural plywood or particle board, and can be a panel material that is excellent in convenience and economically.
- the two face members 31 connected and fixed by the joining member 32 cover a part of the front faces 11 d and 12 c of the pair of wooden columns 1 and the front face 2 d of the wooden beam 2. It is fixed by a locking tool 92 such as a screw or a nail.
- the bonding material 32 is disposed on one plate surface 31a across the lower end of the upper surface material 31 and the upper end of the lower surface material 31 and the other plate surface. From the 31b side, it is fixed to the face material 31 by the locking tools 92, respectively. Further, the face materials 31 adjacent to each other in the vertical direction are connected to the bonding material 32 with a space of about 10 mm.
- the joining material 32 can be joined to the pair of wood pillars 1 at both ends in the longitudinal direction by the second joint fittings 8 fixed to the pair of wood pillars 1 shown in FIG. 1, and as shown in FIG.
- second cut grooves 32c extending in a direction approaching each other from both ends and penetrating from the upper end surface 32a to the lower end surface 32b and having a substantially U-shape in plan view are formed, and are opposite from the surface in contact with the face material 31.
- a fifth through hole 32e is formed so as to penetrate in the direction of the second rear surface 32d on the side.
- first fitting grooves 32f are formed on the upper and lower end surfaces of the joining material 32 which are in contact with the studs 33, and the upper and lower ends of the studs 33 can be fitted into the grooves.
- first distance L2 is formed shorter than the first distance L2 from the first side surface 11a of the one wooden pillar 11 to the second side surface 12a of the other wooden pillar 12 shown in FIG.
- first distance L2 be shorter than the first distance L2 by about 10 mm. With such a length, the bonding material 32 can be easily installed on the pair of wood pillars 1.
- the stud 33 is a vertical member arranged substantially at the center in the width direction of each face member 31, and is fixed to one plate surface 31a with a locking tool 92 or the like. It is a member that reinforces 31.
- the upper and lower ends of the stud 33, which are in contact with the joining material 32, are fitted into the first fitting grooves 32f of the joining portion 32, and the L-angle 33a is fixed to the side corner of the upper stud 33 and the joining material 32 with a screw. And is integrally connected to the bonding material 32.
- the lower frame member 34 is a horizontal member fixed to the lower end of the lower face member 31, is fixed to one plate surface 31a of the face member 31 with a locking member 92, and is attached to the upper end face.
- the wall panels 3 can be connected horizontally by the half pillars 35 which are vertical members, as shown in FIG. And, it is desirable that the wall panel 3 has a width corresponding to the bearing wall 4 having a span between columns of 2000 mm or less. With such a width, the wall panels 3 preset in the factory are stacked flat. It can be transported by a small truck (about 4t).
- the face material 31 is connected and fixed in the vertical direction by the bonding material 32 and the wall panel 3 covers the entire area surrounded by the pair of wooden columns 1 and the wooden beams 2.
- the bonding material 32 may be fixed to the upper end portion or the lower end portion of the face material 31, and the plurality of wall panels 3 may be vertically separated from each other between the pair of wooden columns 1 to provide the opening O therebetween. ..
- the bonding material 32 can be a window sill or window sill of the opening O.
- the first joining metal fitting 7 is a substantially U-shaped metal fitting for fixing one longitudinal end of the wooden beam 2 to one of the wooden pillars 11.
- the first contact portion 7a fixed to the side surface 11a with the bolts 93, and the other ends of the first contact portion 7a in the width direction project to the other wooden pillar 12 side and are inserted into the first cut groove 2a of the wooden beam 2.
- the first contact portion 7a and the first insertion portion 7b have substantially the same height as the wooden beam 2, and the first contact portion 7a includes the first wooden pillar 11 of the first wooden pillar 11 shown in FIG. 3A.
- a sixth through hole 7c penetrating in the plate thickness direction is formed at a position corresponding to the through hole 11b, and at the tip end portion of each first insertion portion 7b, when the wooden beam 2 is inserted,
- a seventh through hole 7d penetrating in the plate thickness direction is formed at a position corresponding to the fourth through hole 2d of the wooden beam 2.
- the second joining metal fitting 8 shown in FIG. 8 is a fitting for joining the joining material 32 of the wall panel 3 to the pair of wood columns 1, and is formed in a substantially U-shape like the first joining metal fitting 7 described above. There is.
- the second joining member 8 includes a second contact portion 8a fixed to the side surfaces (first side surface 11a in the illustrated example) of the pair of wood pillars 1 facing each other with bolts 93, and a width direction of the second contact portion 8a. And a pair of second insertion portions 8b protruding toward both ends of the wood column facing each other and inserted into the second cut grooves 32c of the joining material 32.
- the second contact portion 8a and the second insertion portion 8b have substantially the same height as the bonding material 32, and the second contact portion 8a includes the wooden columns 11 and 12 shown in FIG. Eighth through holes 8c penetrating in the plate thickness direction are formed at positions corresponding to the formed second through holes 11c and third through holes 12b, and the tip portions of the respective second insertion portions 8b are formed. When inserted into the bonding material 32, a ninth through hole 8d penetrating in the plate thickness direction is formed at a position matching the fifth through hole 32e of the bonding material 32.
- the first joint fitting 7 and the second joint fitting 8 are installed on a pair of wood pillars 1 standing upright on a concrete foundation 5 cast at a construction site.
- the first joining metal fitting 7 causes the first contact portion 7a of the first joining metal fitting 7 to abut against the first side surface 11a of one of the wood pillars 11 to form the first through hole shown in FIG. 3A.
- 11b and the sixth through hole 7c are aligned with each other, the bolt 93 penetrates one of the wooden pillars 11 and the first abutting portion 7a, and the nut 94 is tightened to fasten the first joint fitting 7 to the one wooden pillar 11.
- the first joining metal fitting 7 causes the first contact portion 7a of the first joining metal fitting 7 to abut against the first side surface 11a of one of the wood pillars 11 to form the first through hole shown in FIG. 3A.
- 11b and the sixth through hole 7c are aligned with each other, the bolt 93 penetrates one of the wooden pillars 11 and the first a
- the second joint metal fitting 8 abuts the second abutting portions 8a on the side surfaces 11a, 12a of the pair of wood pillars 1 facing each other so that the wood pillars 11, 12 contact each other.
- the bolts 93 penetrate the respective wooden columns 11 and 12 and the second contact portion 8a, respectively, and the nut 94 tightens them.
- the second joint metal fitting 8 is installed on the pair of wooden columns 1.
- the joint material 32 of the wall panel 3 is dropped from above the second joint metal fitting 8 to insert the second insertion portion 8b of the second joint metal fitting 8 into the second cut groove 32c. 8 from the second back surface 32d side of the bonding material 32 through the fifth through hole 32e and the ninth through hole 8d of the second insertion portion 8b with the drift pin 91, and as shown in FIG. It is locked to the wooden pillar 1.
- the bonding material 32 is formed to have a length shorter than the first distance L2 between the pair of wood pillars 1, the bonding material 32 can be easily installed between the pair of wood pillars 1. it can.
- the joint material 32 can be easily positioned, and the second cut groove 32c of the joint material 32 is also provided. Is penetrated from the upper end surface to the lower end surface, the joint material 32 can be easily fitted into the second joint fitting 8 simply by dropping it from above the second joint fitting 8.
- the wall panel 3 is in a state in which the joining material 32 is only locked to the wooden columns 11 and 12, and the face material 31 is not fixed to the wooden columns 11 and 12.
- the first abutment portion 7a of the first joining metal fitting 7 installed on the pair of wooden columns 11 is inserted into the first cut groove 2a of the wooden beam 2 to insert the first contact portion 7a of the wooden beam 2 into the first contact portion 7a.
- the fourth through hole 2d and the seventh through hole 7d of the first insertion portion 7b are penetrated by the drift pin 91 to lock one longitudinal end of the wood beam 2 to one wood pillar 11.
- the dowel 2e protruding from the lower end of the wooden beam 2 is inserted into the dowel hole 12b of the other wooden column 12 to bridge the wooden beam 2 to the pair of wooden columns 1.
- the wooden beam 2 is installed on each of the wooden columns 11 and 12 using the first joining metal fitting 7 and the dowel 2e, but other metal fittings may be used as long as the wooden beam 2 can be installed. May be.
- the pair of wooden pillars 1 standing on the foundation 5 is affected by the construction accuracy of the upper end surface of the foundation 5 formed at the construction site, so it is necessary to adjust the construction when the wooden beams 2 are installed.
- the joint material 32 is locked to the pair of wood pillars 1 by the second joint fitting 8, but the face material 31 is not fixed to the wood pillars 11 and 12.
- the wooden columns 11 and 12 and the wooden beam 2 are not obstructed by the wall panel 3 and the building adjustment of the wooden columns 11 and 12 is smoothly performed. It can be carried out.
- the frame structure of the wooden beam 2 is not limited by the wall panel 3, it is possible to maintain the degree of freedom in design, for example, to bridge another wooden beam or a horizontal member on the wooden beam 2. Then, after the completion of the building adjustment of the wooden columns 11 and 12, as shown in FIG. 11, finally, the face material 31 of the wall panel 3 is attached to the front faces 11d and 12c of the pair of wooden columns 1 and the front face 2b of the wooden beam 2, respectively.
- the load bearing wall 4 is completed by fixing with the fasteners 92.
- both ends in the longitudinal direction of the bonding material 32 are separated from the first side surface 11a and the second side surface 12a by a predetermined distance. Therefore, it is desirable to form the gap S.
- the wooden pillars 11 and 12 of the portion facing the opening portion O and not having the face material 31 fixed thereto have the same shape. The rigidity is lower than that of the wooden columns 11 and 12, and the amount of horizontal displacement when a horizontal force is applied is large.
- the wall panel 3 since the wall panel 3 does not hinder the movement of the frame member, the pair of the wooden columns 1 and the wooden beams 2 and the wooden columns 11 and 12 are assembled.
- the building adjustment and the construction of the wall panel 3 can be performed at the same timing, and the outdoor work time, which is easily affected by the weather, can be shortened.
- the joining material 32 is joined by the pair of wooden pillars 1 and the second joining metal fitting 8, as compared with the case where the wall panel 3 is fixed to the wooden pillars 11 and 12 only with nails or screws, the wall panel 3 is fixed. Can be easily positioned, and the mounting accuracy can be improved.
- the wall panel installation construction method of the present application is applicable to not only the case of forming the load bearing wall of the outer peripheral portion of the building but also the case of forming the load bearing wall or the partition wall inside the building, which is excellent in convenience. It can be a construction method.
- the method of installing and installing a wall panel according to the present invention can be suitably used when forming a bearing wall on the outer periphery of a building.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Joining Of Building Structures In Genera (AREA)
- Panels For Use In Building Construction (AREA)
Abstract
Description
11 一方の木質柱
11a 一方の木質柱の第1側面
12 他方の木質柱
12a 他方の木質柱の第2側面
2 木質梁
3 壁パネル
31 面材
32 接合材
32a (接合材の)上端面
32b (接合材の)下端面
32c 第2切込み溝(切込み溝)
33 間柱
34 下枠材
8 第2接合金具(接合金具)
Claims (6)
- 互いに間隔を空けて立設する一対の木質柱、及び当該一対の木質柱に架設する木質梁に、壁パネルを設置する壁パネルの設置施工方法であって、
前記壁パネルは、面材と、水平方向へ延び、当該面材の一方の板面に固定されるとともに前記一対の木質柱に接合される長尺な接合材と、を備え、
前記接合材を前記一対の木質柱の間に配置し、
当該接合材の長手方向の両端部を前記一対の木質柱の互いに相対向するそれぞれの側面に接合して、
前記木質梁を前記一対の木質柱に架設するとともに前記木質柱の建ちを調整した後、
前記面材の縁端部を前記一対の木質柱及び前記木質梁の正面に固定することを特徴とする壁パネルの設置施工方法。 - 前記一対の木質柱は、互いに相対向するそれぞれの側面に接合金具を固定されており、
前記接合材は、長手方向の両端に形成された各々の切込み溝に、前記接合金具の差込部を差し込み、ドリフトピンで前記差込部とともに貫通されることにより前記一対の木質柱に接合されることを特徴とする請求項1に記載の壁パネルの設置施工方法。 - 前記壁パネルは、上下方向に隣合う前記面材同士を接合材で連結固定して形成されることを特徴とする請求項1又は請求項2に記載の壁パネルの設置施工方法。
- 前記壁パネルは、前記接合材を前記面材の上端部又は下端部に固定して形成され、 前記接合材は、長手方向の両端を、前記一対の木質柱の互いに相対向するそれぞれの側面から所定間隔離間させて前記接合金具で接合されることを特徴とする請求項2に記載の壁パネルの設置施工方法。
- 前記切込み溝は、前記接合材の上端面から下端面まで貫通して形成されることを特徴とする請求項2に記載の壁パネルの設置施工方法。
- 前記壁パネルは、前記面材の前記接合材を固定した側の板面に固定され、前記面材を補強する間柱及び下枠材を更に備えることを特徴とする請求項1に記載の壁パネルの設置施工方法。
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AU2020216748A AU2020216748A1 (en) | 2019-01-30 | 2020-01-22 | Installation and construction method of wall panel |
US16/970,432 US11391034B2 (en) | 2019-01-30 | 2020-01-22 | Installation and construction method of wall panel |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2019014150A JP7163796B2 (ja) | 2019-01-30 | 2019-01-30 | 壁パネルの設置施工方法 |
JP2019-014150 | 2019-01-30 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2020158525A1 true WO2020158525A1 (ja) | 2020-08-06 |
Family
ID=71840623
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/JP2020/002033 WO2020158525A1 (ja) | 2019-01-30 | 2020-01-22 | 壁パネルの設置施工方法 |
Country Status (4)
Country | Link |
---|---|
US (1) | US11391034B2 (ja) |
JP (1) | JP7163796B2 (ja) |
AU (1) | AU2020216748A1 (ja) |
WO (1) | WO2020158525A1 (ja) |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH06158753A (ja) * | 1992-11-19 | 1994-06-07 | Yoshio Kaneko | 一体パネル構造耐力壁 |
JP6383891B1 (ja) * | 2018-05-17 | 2018-08-29 | みやび建設株式会社 | 壁形成パネル、壁構造、及び建築物 |
Family Cites Families (18)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5438811A (en) * | 1993-03-22 | 1995-08-08 | Shigeo Goya | Jointing metal fixture for construction |
AU3337795A (en) * | 1994-07-20 | 1996-02-16 | Meho Karalic | Premanufactured structural elements |
US5706626A (en) * | 1995-12-14 | 1998-01-13 | Mueller; Lee W. | Pre-assembled internal shear panel |
JP3066734B2 (ja) * | 1996-11-15 | 2000-07-17 | 株式会社ウエスト | 木造の建物の軸組用装置 |
JP3390823B2 (ja) * | 1996-11-20 | 2003-03-31 | 株式会社ウエスト | 木造建物の軸組用装置 |
CA2286999A1 (en) * | 1997-04-14 | 1998-10-22 | Timothy L. Timmerman, Sr. | Lateral force resisting system |
US7251920B2 (en) * | 1997-04-14 | 2007-08-07 | Timmerman Sr Timothy L | Lateral force resisting system |
US6067769A (en) * | 1997-11-07 | 2000-05-30 | Hardy Industries | Reinforcing brace frame |
US8397454B2 (en) * | 1997-11-21 | 2013-03-19 | Simpson Strong-Tie Company, Inc. | Building wall for resisting lateral forces |
US6761001B2 (en) * | 2000-08-18 | 2004-07-13 | Lee W. Mueller | Frame shear assembly for walls |
JP3886750B2 (ja) * | 2001-08-03 | 2007-02-28 | 積水ハウス株式会社 | 木造住宅の建築方法 |
US6668508B2 (en) * | 2001-08-28 | 2003-12-30 | Weyerhaeuser Company | Shear panel assembly |
US20040200178A1 (en) * | 2003-04-08 | 2004-10-14 | Simmons Robert J. | Matrix frame/panel skin building structure |
JP5634732B2 (ja) * | 2010-04-01 | 2014-12-03 | 大倉 憲峰 | 締結金物 |
US9920531B1 (en) * | 2015-03-09 | 2018-03-20 | Connecticut Post & Beam LLC | Post and beam system |
US10081938B2 (en) * | 2016-11-04 | 2018-09-25 | David T. Acquistapace | Modular construction system and method |
CA2984664A1 (en) * | 2016-11-07 | 2018-05-07 | Simpson Strong-Tie Company, Inc. | Concealed joist tie with sloped center flange |
JP7205256B2 (ja) * | 2019-01-30 | 2023-01-17 | 積水ハウス株式会社 | 壁パネルの設置施工方法 |
-
2019
- 2019-01-30 JP JP2019014150A patent/JP7163796B2/ja active Active
-
2020
- 2020-01-22 WO PCT/JP2020/002033 patent/WO2020158525A1/ja active Application Filing
- 2020-01-22 US US16/970,432 patent/US11391034B2/en active Active
- 2020-01-22 AU AU2020216748A patent/AU2020216748A1/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH06158753A (ja) * | 1992-11-19 | 1994-06-07 | Yoshio Kaneko | 一体パネル構造耐力壁 |
JP6383891B1 (ja) * | 2018-05-17 | 2018-08-29 | みやび建設株式会社 | 壁形成パネル、壁構造、及び建築物 |
Also Published As
Publication number | Publication date |
---|---|
AU2020216748A1 (en) | 2020-09-03 |
US11391034B2 (en) | 2022-07-19 |
JP2020122313A (ja) | 2020-08-13 |
JP7163796B2 (ja) | 2022-11-01 |
US20210222420A1 (en) | 2021-07-22 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
WO2020158526A1 (ja) | 壁パネルの設置施工方法 | |
JP7499203B2 (ja) | 木質耐震壁の構築方法および木質耐震壁 | |
WO2020158525A1 (ja) | 壁パネルの設置施工方法 | |
JP2001303663A (ja) | 狭幅壁パネル構造、門型ラーメン構造、木造建造物 | |
JP7062463B2 (ja) | 連結構造 | |
JP2004124698A (ja) | 建築構造物、壁パネル | |
JP3742369B2 (ja) | 梁の接合構造 | |
JP2019214923A (ja) | 耐力壁およびその施工方法 | |
JP2019214878A (ja) | 耐力壁およびその施工方法 | |
JP7082099B2 (ja) | 建物構造 | |
JP6892991B2 (ja) | 壁部材と基礎の接合構造 | |
JP6997947B2 (ja) | スタッド材の設置構造 | |
JP7298157B2 (ja) | 耐力壁の下端構造 | |
JP7298158B2 (ja) | 耐力壁の下端構造 | |
JP3415967B2 (ja) | 柱・梁間の接合構造 | |
JP2024035048A (ja) | 建物 | |
JP2024013679A (ja) | スクエアパネル連結金具、スクエアパネルを用いた建築構造、及び、スクエアパネルを用いた建築工法 | |
JPH10338968A (ja) | 木質軸組み部材用接合金具 | |
JP2021139202A (ja) | 木造建築物の構造躯体の構築方法 | |
JP4796683B2 (ja) | ユニット建物 | |
JP2024065295A (ja) | 壁面構造体、壁面構造体の連結構造、建物、及び、建物の建築方法 | |
JP2003247275A (ja) | 木造建築物における軸組構造 | |
JP2020111915A (ja) | 耐力壁の下端構造 | |
JPH06280309A (ja) | 建築用集成材の接続金具 | |
JP2022058194A (ja) | 内壁設置方法および内壁設置構造 |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
ENP | Entry into the national phase |
Ref document number: 2020216748 Country of ref document: AU Date of ref document: 20200122 Kind code of ref document: A |
|
121 | Ep: the epo has been informed by wipo that ep was designated in this application |
Ref document number: 20748912 Country of ref document: EP Kind code of ref document: A1 |
|
NENP | Non-entry into the national phase |
Ref country code: DE |
|
122 | Ep: pct application non-entry in european phase |
Ref document number: 20748912 Country of ref document: EP Kind code of ref document: A1 |