WO2023233715A1 - Building wall - Google Patents

Building wall Download PDF

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Publication number
WO2023233715A1
WO2023233715A1 PCT/JP2023/004733 JP2023004733W WO2023233715A1 WO 2023233715 A1 WO2023233715 A1 WO 2023233715A1 JP 2023004733 W JP2023004733 W JP 2023004733W WO 2023233715 A1 WO2023233715 A1 WO 2023233715A1
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WO
WIPO (PCT)
Prior art keywords
fixing member
building wall
underlay
building
fastening
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PCT/JP2023/004733
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French (fr)
Japanese (ja)
Inventor
知哉 長谷川
浩司 山片
諭 長島
成人 日野
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吉野石膏株式会社
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Publication of WO2023233715A1 publication Critical patent/WO2023233715A1/en

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/348Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members

Definitions

  • the present disclosure relates to building walls.
  • the method of constructing building walls such as partition walls and indoor walls of exterior walls by attaching architectural facing materials to studs (or studs) is to install studs that are erected at intervals in the horizontal direction. It is constructed by fastening a layered cladding consisting of an underlayment and a cladding made up of two pieces of architectural paneling.
  • an underlay is formed by attaching multiple underlay materials to multiple studs with screws, etc., and multiple overlay materials are fastened to the underlay using staples and/or adhesives.
  • Building walls are constructed using the method of forming a cladding by attaching it.
  • stair space that connects each floor with the ability to ascend and descend freely, but this stair space consists of a building wall such as a partition wall and a staircase that stands independently from the building wall.
  • Ru. Stairs include stringer stairs, stringer stairs, and the like, and the stringers that make up these stairs are arranged on the surface of the cladding of the building wall.
  • independent from the building wall means that other members such as stairs are separate members from the building wall, and other members are in contact with the surface of the building wall. This includes both forms in which the other members are separated from the surface of the building wall.
  • Patent Document 1 also proposes an indoor staircase with handrails that includes stringers on the sides of the wall panels.
  • This indoor staircase with handrails has a handrail supported by an arm protruding from the wall surface of one wall panel surrounding the left and right sides of the staircase, and a stringer attached to the wall panel facing the handrail separates the steps and risers. It is divided into upper and lower parts of the upper and lower girders, and the steps and risers are inserted into the insertion grooves between the upper and lower girders.
  • a typical construction method for a staircase space with stacked building walls is to construct the stairs connecting each floor (for example, the first and second floors), and then install the studs that make up the building wall on the side of the stairs.
  • the underlayment is constructed by installing the underlayment material between the studs and the stairs and fastening it to the studs. This is the method of construction.
  • the present disclosure relates to a building wall that is constructed in the vicinity of building materials that are constructed in advance, and provides a building wall that allows for easy attachment of underlay surface materials and top surface materials that constitute the building wall. do.
  • a building wall includes: An underlay formed by a plurality of underlay panels connected to studs arranged at predetermined intervals, and a plurality of top panels connected to the underlay panels.
  • a building wall comprising a cladding,
  • a building material that is independent from the building wall is disposed on the surface of the top panel material that is opposite to the back surface that faces the bottom panel material,
  • the underlay surface material is fastened to the stud by a first fixing member
  • the top surface material is fastened to the underlay surface material by a second fixing member,
  • the fastening positions of both the first fixing member and the second fixing member are set in an area avoiding the building material.
  • a building wall includes: An underlayment formed by a plurality of underlayment facings connected to studs arranged at predetermined intervals, and a plurality of inner facing facings connected to the underlayment facings.
  • a building wall comprising: an interior lining formed by a cladding;
  • a building material that is independent from the building wall is disposed on the surface of the top facing material that is opposite to the back surface that faces the inner facing material,
  • the underlay surface material is fastened to the stud by a first fixing member
  • the intermediate surface material is fastened to the underlay surface material by a third fixing member
  • the top surface material is It is fastened to the inner panel material by a fourth fixing member
  • the respective fastening positions of the first fixing member, the third fixing member, and the fourth fixing member are set in areas avoiding the building materials.
  • FIG. 2 is a front view showing a state in which underlay panels are fastened to studs of a building wall according to an embodiment that forms a staircase space.
  • FIG. 2 is a front view showing a state in which an inner panel material is fastened to an underlay panel material of a building wall according to an embodiment that forms a staircase space.
  • FIG. 2 is a front view showing a state in which a top facing material is fastened to an inner facing material of a building wall according to an embodiment that forms a staircase space.
  • 4 is a view taken along the line IV-IV in FIG. 3.
  • FIG. 3 is a view taken along the line IV-IV in FIG. 3.
  • FIG. 1 is a front view showing a state in which an underlay panel material is fastened to a stud of a building wall according to an embodiment that forms a staircase space.
  • FIG. 2 is a front view showing a state in which an inner panel material is fastened to an under panel panel material of a building wall according to an embodiment that forms a staircase space.
  • FIG. 3 is a front view showing a state in which a top panel is fastened to an inner panel of a building wall according to an embodiment that forms a staircase space
  • FIG. 3 is a view taken along the line IV-IV.
  • the building wall in the illustrated example is a partition wall with three layers on one side, which has a layered layer consisting of three layers of underlay, middle layer, and top layer on one side of the studs.
  • the underlay sheet is fastened to the studs with a first fixing member such as a screw, and the top sheet is stapled to the bottom sheet. It is fastened by a second fixing member such as.
  • the building wall may be an indoor wall of an exterior wall.
  • the building materials placed on the surface of the building wall are the stringers that make up the stairs, but as mentioned above, the building materials include floor beams and floor beams placed on the surface of the building wall. There are various building materials such as bridge beams and foundation beams.
  • the partition wall 100 (an example of a building wall) shown in FIG. 3 is applied to steel-frame buildings, RC (Reinforced Concrete) buildings, wooden buildings, etc. In addition to apartment complexes, this includes factories, warehouses, etc.
  • the partition wall 100 includes a plurality of studs 10 that constitute a main frame, and a lower runner (or floor runner) and an upper runner (or ceiling runner) that are not shown.
  • the stud 10 extends in the longitudinal direction (vertical direction), and the upper runner and lower runner extend in the lateral direction (horizontal direction).
  • both the upper runner and lower runner are formed of lightweight steel frames such as channel steel, and the upper runner is attached to the upper floor structure with its opening facing downward, and the lower runner is It is attached to the lower floor structure with the opening facing upward.
  • the stud 10 is formed of a lipped channel steel of lightweight steel.
  • the stud 10 may also be formed of channel steel or square steel pipe.
  • each stud 10 The upper and lower ends of each stud 10 are fitted into the upper and lower runners, respectively, so that each stud 10 is fixed to the upper and lower runners.
  • a plurality of horizontally extending steady rests may be provided at a predetermined pitch (for example, a 1200 mm pitch) in the height direction of the stud 10.
  • the stud 10 and the upper and lower runners are, for example, lightweight steel frames with a thickness of 0.4 mm or more, and are made of steel runners and Steel studs or their equivalent, compliant or compatible products are applicable.
  • a plurality of studs 10 are installed between the lower runner and the upper runner at intervals of 606 mm or less (for example, intervals of 606 mm and 455 mm) in the width direction of the wall (left-right direction in FIG. 3). It's included.
  • an underlay 20 is formed by fastening a plurality of underlay members 21 in front of the plurality of studs 10 (on the front side of the page), and a staircase 80 is provided on the front side of the underlay 20.
  • Constituent side beams 81 an example of a building material
  • a plurality of step plates 82 and risers 83 fixed to the side beams 81 are arranged.
  • the staircase 80 is built independently from the studs 10 and the underlayment 20, that is, independently from the partition wall 100, and between the studs 10 and the stringers 81, in addition to the underlayment 20 shown, there are A space is provided for installing the inner lining 30 and the upper lining 40.
  • staircase 80 is a stringer staircase
  • the stringer 81 may also include a stringer, and a stringer staircase provided with stringers may be applied.
  • the construction method for the stairs 80 and the partition walls 100 on the sides of the stairs 80 that constitute the stairway space is as follows: First, the stairs 80 are constructed using structural members (foundation beams, floor beams on the second floor, etc.) of the upper and lower floors (for example, the first and second floors). After installing the studs 10 on the sides of the stairs 80, install the underlayment 21 in the space between the studs 10 and the stringer 81, and fasten the underlayment 21 to the studs 10. It will be done.
  • gypsum board As the underlay surface material 21, gypsum board, gypsum board, calcium silicate board, particle board, hardboard, plywood, structural plywood, etc. are applied, and among them, gypsum board and gypsum board are preferably used.
  • gypsum board includes reinforced gypsum board, ordinary rigid gypsum board, sheathing rigid gypsum board, moisture absorbing and desorbing reinforced gypsum board, moisture absorbing and desorbing ordinary gypsum board, and moisture absorbing and desorbing sheathing rigid gypsum board. , glass fiber non-woven gypsum board, glass mat gypsum board, etc.
  • gypsum board when gypsum board is applied to the underlay surface material 21, its short side, long side, and thickness are semi-noncombustible material of 910 mm x 1820 mm x 9.5 mm, or 910 mm x 1820 mm (2420 mm, 2730 mm) x 12. It is made of noncombustible material with a thickness of 5 mm (15 mm, 21 mm, 25 mm), and the width of the gypsum board is 606 mm, 1000 mm, 1220 mm, etc. in addition to 910 mm.
  • the underlay surface material 21 is fastened to the stud 10 with screws 50 (an example of a first fixing member).
  • screws 50 an example of a first fixing member.
  • nails, screws, or the like may be used as the first fixing member.
  • a plurality of underlay panels 21 are vertically arranged on a plurality of studs 10.
  • a plurality of underlay surface materials 21 may be arranged horizontally.
  • the stairs 80 have already been constructed in front of the studs 10, so when fastening the underlayment 21 to the studs 10, the side beams 81 constituting the stairs 80 are attached to the screws 50. It becomes an obstacle to typing.
  • the fastening pitch t1 in the general area where the stringer 81 does not become an obstacle when fastening with the screws 50 is set to, for example, about 300 mm.
  • the fastening pitch t2 of the screws 50 in the area avoiding the side beams 81 can be set to about 750 mm at maximum.
  • the fastening pitch t2 may be set within a range exceeding 750 mm.
  • a gypsum board, a gypsum board, a calcium silicate board, etc. are applied to the inner surface material 31, and among them, a gypsum board and a gypsum board are preferably used.
  • a plurality of inner panels 31 are vertically arranged on the underlay 20.
  • a configuration may be adopted in which a plurality of inner panel members 31 are arranged horizontally.
  • the inner lining surface material 31 is fastened to the underlay 20 using an adhesive such as a vinyl acetate adhesive (not shown) and staples 60 (an example of the third fixing member).
  • an adhesive such as a vinyl acetate adhesive (not shown) and staples 60 (an example of the third fixing member).
  • the staples 60 are driven into the adhesive when viewed from the front, but the staples 60 may not be driven into the adhesive but at positions that do not correspond to the adhesive.
  • the staples 60 are driven at a relatively dense pitch around the lining material 31, and the staples 61 are driven at a relatively coarse pitch at the center of the lining material 31.
  • a central staple 62 is included that is driven in pitch.
  • the stairs 80 have already been constructed in front of the underlayment 20, so when fastening the inner panel material 31 to the underlayment 20, the stringers 81 that make up the stairs 80 are stapled. It becomes an obstacle to driving 61 and 62.
  • the fastening pitch t3 of the peripheral staples 61 is set to about 100 mm
  • the fastening pitch t4 of the central staple 62 is set to about 100 mm. It is set to about 200mm.
  • the periphery of the inner lining material 31 is fastened to the underlay 20 with staples 61 having a relatively dense pitch, and the center of the inner lining material 31 is fastened with staples 62 having a relatively coarse pitch.
  • the number of staples 60 can be suppressed as much as possible while increasing the strength of fastening the inner panel material 31 to the underlayment 20.
  • the partition wall 100 can be fastened to the partition wall 100 during deformation during an earthquake.
  • the integrity of the constituent members of the partition wall 100 (the ability to deform as one) can be improved, and it is possible to prevent the constituent members of the partition wall 100 from falling off (preventing the inner lining 30 from falling off from the underlay 20) in the event of a fire.
  • the inner panel material 31 is further fixed to the stud 10 by penetrating the underlay panel material 21 with additional screws 65 (an example of a fifth fixing member).
  • additional screws 65 an example of a fifth fixing member.
  • the inner panel material 31 is fastened to the stud 10 by one additional screw 65, but two or more additional screws 65 may be used.
  • the additional screws 65 further enhance the integrity of the stud 10, the underlay 20, and the inner lining 30.
  • the additional screws 65 may be driven from the surface of the top panel material 41, which will be described below, and may be fastened to the studs 10 by penetrating both the middle panel material 31 and the bottom panel material 21. , Preferably, it is a form in which it is driven from the surface of the lining panel material 31 in the illustrated example.
  • the fastening pitch t5 of the staples 60 in the area avoiding the stringers 81 can be set to about 750 mm at maximum.
  • the underlayment 20 it becomes possible to smoothly fasten the inner lining material 31 to the underlayment 20 while ensuring the fastening strength of the inner lining material 31 to the underlayment 20.
  • the fastening pitch t5 may be set in a range exceeding 750 mm.
  • the lining 30 is formed by fastening a plurality of lining face materials 31 to the lining 20, and a fastening structure of the lining 20 and the lining 30 is formed.
  • a plurality of top facing members 41 are fastened to the surface of the inner lining 30 (the surface facing the side beams 81).
  • gypsum board, gypsum board, calcium silicate board, etc. are applied to the top surface material 41, and among them, gypsum board and gypsum board are preferably used.
  • the base material 21 and the middle material 31 are made of reinforced gypsum board
  • the top material 41 is made of general gypsum board, thereby forming the partition wall 100 with a three-layer structure and fire resistance. be done.
  • a plurality of top panels 41 are vertically arranged on the inner panel 30.
  • a plurality of top facing panels 41 may be arranged horizontally.
  • the top surface material 41 is fastened to the inner lining 30 using an adhesive such as a vinyl acetate adhesive (not shown) and staples 70 (an example of the fourth fixing member).
  • an adhesive such as a vinyl acetate adhesive (not shown) and staples 70 (an example of the fourth fixing member).
  • the staples 70 are driven into the adhesive when viewed from the front, but the staples 70 may not be driven into the adhesive but at positions that do not correspond to the adhesive.
  • the staples 70 are driven at a relatively dense pitch around the top surface material 41, and the staples 71 are driven at a relatively coarse pitch at the center of the top surface material 41.
  • a central staple 72 is included that is driven in pitch.
  • the fastening pitch t6 of the peripheral staples 71 is set to about 100 mm
  • the fastening pitch t7 of the center staple 72 is 200 mm. It is set to a certain degree.
  • the periphery of the top facing material 41 is fastened to the inner lining 30 with staples 71 having a relatively dense pitch, and the center of the top facing material 41 is fastened with staples 72 having a relatively coarse pitch.
  • the number of staples 70 can be suppressed as much as possible, and the strength of fixing the top panel material 41 to the inner panel 30 can be increased.
  • the integrity of the constituent members (ability to deform as one) can be improved, and it is possible to prevent the constituent members of the partition wall 100 from falling off (preventing the top lining 40 from falling off from the inner lining 30) in the event of a fire.
  • the staples 70 are not fastened, but the staples 70 are fastened in the upper and lower positions of the stringer 81, that is, in the area avoiding the stringer 81 (building material).
  • the fastening pitch t8 of the staples 70 in the area avoiding the side beams 81 can be set to about 750 mm at maximum.
  • the fastening pitch t8 may be set in a range exceeding 750 mm.
  • the top lining 40 is formed by fastening a plurality of top facing materials 41 to the middle lining 30, a fastening structure of the middle lining 30 and the top lining 40 is formed, and the bottom lining 20 is fastened to the studs 10.
  • a partition wall 100 is formed in which the inner lining 30 is fastened to the underlay 20 and the top lining 40 is fastened to the inner lining 30.
  • the vertical joints 75 of the top lining 40 are, for example, open-cut joints, and an adhesive 78 is applied to the surface of the top lining 40 corresponding to the vertical joints 75.
  • a hat joiner 77 is attached to the.
  • an adhesive 78 may be applied to the back surface of the hat joiner 77 and the hat joiner 77 may be attached to the vertical joint 75.
  • a hat joiner may be attached to the horizontal joint by using the horizontal joint as a transparent joint.
  • a sealant may be applied between the hat joiner and the lining (including the joint). By applying the sealant, the fire resistance of the vertical joints and/or horizontal joints is improved.
  • the vertical joints and the horizontal joints may be butt joints.
  • the illustrated example shows a configuration in which the hat joiner 77 is attached with adhesive 78, it is also possible to attach the hat joiner with adhesive tape or double-sided adhesive tape.
  • a strip-shaped steel plate (not shown) extending laterally may be disposed between the top lining 40 and the middle lining 30.
  • the overlay 40 includes vertical joints 75 and horizontal joints (not shown), and a strip-shaped steel plate is placed on the back side of the overlay 40 at a position corresponding to the horizontal joint (at a predetermined height level from the floor surface).
  • a galvanized steel plate or the like is used as the steel plate, and the steel plate is bonded to the front surface of the inner lining 30 and the back surface of the top lining 40 via an adhesive such as a quick-drying bond.
  • the steel plate may be attached using staples, screws, adhesive tape, or double-sided adhesive tape in addition to adhesive bonding.
  • the steel plates may be disposed at various positions between the top lining 40 and the middle lining 30 that do not correspond to the horizontal joints. Further, the steel plate may be disposed between the stud 10 and the underlay 20 or between the underlay 20 and the inner lining 30.
  • the steel plate functions as a support base that cantilever-supports a post-installed member (not shown) that is post-installed on the indoor side of the lining 40.
  • a post-installed member (not shown) that is post-installed on the indoor side of the lining 40.
  • one end of a rod-shaped support member (not shown) is fixed to a steel plate, the other end of the support member extends into the room, and the other ends of multiple support members are retrofitted with handrails, wall hangings, backrests, armrests, etc.
  • the member is fixed.
  • the steel plate is a rigid plate material, it is suitable as a member that functions as a support base for supporting retrofitted members. Further, since the steel plate is a relatively thin plate-like member, it is suitable as a member sandwiched between the inner lining 30 and the upper lining 40. Since it is desirable that the steel plate has the minimum rigidity to support the retrofitted member and is as thin as possible, the thickness of the steel plate is preferably in the range of 0.4 mm to 1.2 mm.
  • the first fixing member 50 fastens the underlay panel material 21 to the stud 10
  • the third fixing member 60 fastens the inner panel material 31 to the underlay panel material 21, and the inner panel panel material 21.
  • the respective fastening positions of the fourth fixing members 70 that fasten the top panel material 41 to the side beams 31 are set in areas avoiding the side beams 81. This makes it possible to smoothly construct the partition wall 100 with excellent fire resistance performance on the side of the staircase 80 in the staircase space where the staircase 80 is constructed first.

Abstract

Provided is a building wall constructed in the vicinity of a building material constructed in advance, the building wall facilitating the fastening of an underlayer surface member and an upper layer surface member constituting the building wall. This building wall 100 comprises an underlayer 20 connected to a plurality of studs 10, an intermediate layer 30 connected to the underlayer 20, and an upper layer 40 connected to the intermediate layer 30. A building material 81 independent of the building wall 100 is arranged on, from among an upper layer surface member 41, a surface opposite to a back surface facing an intermediate surface member 31. A underlayer surface member 21 is fastened to the stud 10 by a first fixing member 50, the intermediate layer surface member 31 is fastened to the underlayer surface member 21 by a third fixing member 60, and the upper layer surface member 41 is fastened to the intermediate surface member 31 by a fourth fixing member 70. Respective fastening positions of the first fixing member 50, the third fixing member 60, and the fourth fixing member 70 are set in regions avoiding the building material 81.

Description

建物壁building wall
 本開示は、建物壁に関する。 The present disclosure relates to building walls.
 従来、スタッド(もしくは間柱)に建築用面材を取り付けて間仕切壁や外壁の室内側壁等の建物壁を施工する方法は、水平方向に間隔を置いて立設されるスタッドに対して、例えば2枚の建築用面材により構成される、下張りと上張りからなる重ね張りが留め付けられることにより施工される。 Conventionally, the method of constructing building walls such as partition walls and indoor walls of exterior walls by attaching architectural facing materials to studs (or studs) is to install studs that are erected at intervals in the horizontal direction. It is constructed by fastening a layered cladding consisting of an underlayment and a cladding made up of two pieces of architectural paneling.
 より具体的には、複数のスタッドに対して複数の下張り面材をビス等により留め付けることにより下張りを形成し、下張りに対して複数の上張り面材をステープル及び/又は接着剤にて留め付けることにより上張りを形成する方法により、建物壁が施工される。ここで、下張りと上張りに加えて、これらの間に中張りが介在する、3層以上の建築用面材により構成される建物壁も存在する。 More specifically, an underlay is formed by attaching multiple underlay materials to multiple studs with screws, etc., and multiple overlay materials are fastened to the underlay using staples and/or adhesives. Building walls are constructed using the method of forming a cladding by attaching it. Here, in addition to the underlayment and the overlayment, there are also building walls that are composed of three or more layers of architectural facing material, with an interlayer interposed between them.
 複数階建ての建物においては、各階を昇降自在に繋ぐ階段スペースが設けられるが、この階段スペースは、間仕切壁等の建物壁と、当該建物壁とは独立して立設する階段とにより構成される。階段には、側桁階段やささら桁階段等が存在するが、これらの階段を構成する側桁が建物壁の上張りの表面に配設される。ここで、本明細書において「建物壁から独立する」とは、階段等の他部材が建物壁と別体の部材であることを意味しており、他部材が建物壁の表面と接触している形態、他部材が建物壁の表面から離れている形態の双方が含まれる。 In multi-story buildings, there is a stair space that connects each floor with the ability to ascend and descend freely, but this stair space consists of a building wall such as a partition wall and a staircase that stands independently from the building wall. Ru. Stairs include stringer stairs, stringer stairs, and the like, and the stringers that make up these stairs are arranged on the surface of the cladding of the building wall. Here, in this specification, "independent from the building wall" means that other members such as stairs are separate members from the building wall, and other members are in contact with the surface of the building wall. This includes both forms in which the other members are separated from the surface of the building wall.
 例えば、特許文献1にも、壁パネルの側方に側桁を備えている、屋内手摺付階段が提案されている。この屋内手摺付階段は、階段の左右を囲む一方の壁パネルの壁面から突き出たアームに支架された手摺を有し、手摺に向き合う壁パネルに取り付けられた側桁が段板と蹴込板を境に上桁材と下桁材の上下に2分割され、段板と蹴込板が上桁材と下桁材の間の差込溝に差し込まれている。 For example, Patent Document 1 also proposes an indoor staircase with handrails that includes stringers on the sides of the wall panels. This indoor staircase with handrails has a handrail supported by an arm protruding from the wall surface of one wall panel surrounding the left and right sides of the staircase, and a stringer attached to the wall panel facing the handrail separates the steps and risers. It is divided into upper and lower parts of the upper and lower girders, and the steps and risers are inserted into the insertion grooves between the upper and lower girders.
特開平6-10464号公報Japanese Patent Application Publication No. 6-10464
 例えば、重ね張り形態の建物壁を備えている階段スペースの一般的な施工方法は、各階(例えば1階と2階)を繋ぐ階段を施工した後、階段の側方に建物壁を構成するスタッドを建て付け、スタッドと階段の間に下張り面材を建て込んでスタッドに留め付けることにより下張りを施工し、下張りと階段の間に上張り面材を建て込んで下張りに留め付けることにより上張りを施工する方法となる。 For example, a typical construction method for a staircase space with stacked building walls is to construct the stairs connecting each floor (for example, the first and second floors), and then install the studs that make up the building wall on the side of the stairs. The underlayment is constructed by installing the underlayment material between the studs and the stairs and fastening it to the studs. This is the method of construction.
 この施工方法において、下張り面材をスタッドに留め付ける際のビス等の打ち込みや、上張り面材を下張り面材に留め付ける際のステープル等の打ち込みの際に、既に施工されている階段の側桁が打ち込みの障害となり、下張り面材や上張り面材の留め付けが困難になるといった課題がある。 In this construction method, when driving screws, etc. to fasten the underlayment to the studs, and when driving staples, etc. to fasten the top facing to the underlayment, the side of the stairs that have already been constructed is There is a problem in that the girder becomes an obstacle to driving, making it difficult to fasten the underlayment and top facing materials.
 また、このような階段スペースのみならず、建物の施工においては、既に施工済みの床梁や階間梁、基礎梁等、様々な建材(以下、階段の側桁を含めて、単に「建材」という。)が、当該建材の近傍において後施工される建物壁の施工の障害になる場合が多分にあることから、先行して施工される建材により、建物壁の下張り面材や上張り面材の留め付けが困難になるといった課題が存在している。 In addition to such stair spaces, in the construction of buildings, various building materials such as already constructed floor beams, inter-floor beams, and foundation beams (hereinafter referred to simply as ``building materials'', including stair stringers) are used. ) is often an obstacle to the construction of later building walls near the building materials in question. There is a problem that it becomes difficult to fasten the parts.
 本開示は、先行して施工される建材の近傍に施工される建物壁に関し、当該建物壁を構成する下張り面材や上張り面材の留め付けを容易に行うことのできる、建物壁を提供する。 The present disclosure relates to a building wall that is constructed in the vicinity of building materials that are constructed in advance, and provides a building wall that allows for easy attachment of underlay surface materials and top surface materials that constitute the building wall. do.
 本開示の一態様による建物壁は、
 所定の間隔を置いて配設されたスタッドに対して接続されている、複数の下張り面材により形成される、下張りと、該下張り面材に接続されている、複数の上張り面材により形成される、上張りとを備えている、建物壁であって、
 前記上張り面材のうち、前記下張り面材に対向する背面と反対側の表面には、前記建物壁から独立した建材が配設されており、
 前記下張り面材は、前記スタッドに対して第1固定部材により留め付けられ、前記上張り面材は、前記下張り面材に対して第2固定部材により留め付けられており、
 前記第1固定部材と前記第2固定部材の双方の留め付け位置が、前記建材を避けた領域に設定されている。
A building wall according to one aspect of the present disclosure includes:
An underlay formed by a plurality of underlay panels connected to studs arranged at predetermined intervals, and a plurality of top panels connected to the underlay panels. A building wall comprising a cladding,
A building material that is independent from the building wall is disposed on the surface of the top panel material that is opposite to the back surface that faces the bottom panel material,
The underlay surface material is fastened to the stud by a first fixing member, and the top surface material is fastened to the underlay surface material by a second fixing member,
The fastening positions of both the first fixing member and the second fixing member are set in an area avoiding the building material.
 また、本開示の他の態様による建物壁は、
 所定の間隔を置いて配設されたスタッドに対して接続されている、複数の下張り面材により形成される、下張りと、該下張り面材に接続されている、複数の中張り面材により形成される、中張りと、該中張り面材に接続されている、複数の上張り面材により形成される、上張りとを備えている、建物壁であって、
 前記上張り面材のうち、前記中張り面材に対向する背面と反対側の表面には、前記建物壁から独立した建材が配設されており、
 前記下張り面材は、前記スタッドに対して第1固定部材により留め付けられ、前記中張り面材は、前記下張り面材に対して第3固定部材により留め付けられ、前記上張り面材は、前記中張り面材に対して第4固定部材により留め付けられており、
 前記第1固定部材と前記第3固定部材と前記第4固定部材のそれぞれの留め付け位置が、前記建材を避けた領域に設定されている。
Additionally, a building wall according to another aspect of the present disclosure includes:
An underlayment formed by a plurality of underlayment facings connected to studs arranged at predetermined intervals, and a plurality of inner facing facings connected to the underlayment facings. 1. A building wall comprising: an interior lining formed by a cladding;
A building material that is independent from the building wall is disposed on the surface of the top facing material that is opposite to the back surface that faces the inner facing material,
The underlay surface material is fastened to the stud by a first fixing member, the intermediate surface material is fastened to the underlay surface material by a third fixing member, and the top surface material is It is fastened to the inner panel material by a fourth fixing member,
The respective fastening positions of the first fixing member, the third fixing member, and the fourth fixing member are set in areas avoiding the building materials.
 本開示によれば、先行して施工される建材の近傍に施工される建物壁に関し、当該建物壁を構成する下張り面材や上張り面材の留め付けを容易に行うことができる。 According to the present disclosure, with respect to a building wall that is constructed in the vicinity of building materials that are constructed in advance, it is possible to easily fasten the underlay surface material and the top surface material that constitute the building wall.
階段スペースを形成する実施形態に係る建物壁のうち、スタッドに対して下張り面材が留め付けられている状態を示す正面図である。FIG. 2 is a front view showing a state in which underlay panels are fastened to studs of a building wall according to an embodiment that forms a staircase space. 階段スペースを形成する実施形態に係る建物壁のうち、下張り面材に対して中張り面材が留め付けられている状態を示す正面図である。FIG. 2 is a front view showing a state in which an inner panel material is fastened to an underlay panel material of a building wall according to an embodiment that forms a staircase space. 階段スペースを形成する実施形態に係る建物壁のうち、中張り面材に対して上張り面材が留め付けられている状態を示す正面図である。FIG. 2 is a front view showing a state in which a top facing material is fastened to an inner facing material of a building wall according to an embodiment that forms a staircase space. 図3のIV-IV矢視図である。4 is a view taken along the line IV-IV in FIG. 3. FIG.
 以下、実施形態に係る建物壁の一例について、添付の図面を参照しながら説明する。尚、本明細書及び図面において、実質的に同一の構成要素については、同一の符号を付することにより重複した説明を省く場合がある。 Hereinafter, an example of a building wall according to an embodiment will be described with reference to the attached drawings. Note that in this specification and the drawings, substantially the same constituent elements may be given the same reference numerals to omit redundant explanation.
 [実施形態に係る建物壁]
 図1乃至図4を参照して、実施形態に係る建物壁の一例について説明する。ここで、図1は、階段スペースを形成する実施形態に係る建物壁のうち、スタッドに対して下張り面材が留め付けられている状態を示す正面図である。また、図2は、階段スペースを形成する実施形態に係る建物壁のうち、下張り面材に対して中張り面材が留め付けられている状態を示す正面図である。また、図3は、階段スペースを形成する実施形態に係る建物壁のうち、中張り面材に対して上張り面材が留め付けられている状態を示す正面図であり、図4は、図3のIV-IV矢視図である。
[Building wall according to embodiment]
An example of a building wall according to an embodiment will be described with reference to FIGS. 1 to 4. Here, FIG. 1 is a front view showing a state in which an underlay panel material is fastened to a stud of a building wall according to an embodiment that forms a staircase space. Further, FIG. 2 is a front view showing a state in which an inner panel material is fastened to an under panel panel material of a building wall according to an embodiment that forms a staircase space. Moreover, FIG. 3 is a front view showing a state in which a top panel is fastened to an inner panel of a building wall according to an embodiment that forms a staircase space, and FIG. 3 is a view taken along the line IV-IV.
 ここで、図示例の建物壁は、スタッドの片面に、3層の下張りと中張りと上張りからなる重ね張りを有する、片面3枚張り形態の間仕切壁であるが、建物壁はその他、1枚の面材からなる片面1枚張り形態の間仕切壁や、2枚の下張りと上張りからなる重ね張りを有する、片面2枚張り形態の間仕切壁、スタッドの両面において、1枚の面材からなる両面1枚張り形態の間仕切壁、2枚や3枚の面材が重ね張りされた、両面2枚張り形態や両面3枚張り形態の間仕切壁であってもよい。2枚の下張りと上張りからなる重ね張りを有する間仕切壁においては、下張り面材がスタッドに対してビス等の第1固定部材により留め付けられ、上張り面材が下張り面材に対してステープル等の第2固定部材により留め付けられる。また、建物壁は、図示例の間仕切壁の他にも、外壁の室内側壁であってもよい。さらに、図示例では、建物壁の表面に配設されている建材が階段を構成する側桁であるが、既述の通り、建材には、建物壁の表面に配設される床梁や階間梁、基礎梁等、様々な建材が存在する。 Here, the building wall in the illustrated example is a partition wall with three layers on one side, which has a layered layer consisting of three layers of underlay, middle layer, and top layer on one side of the studs. A single-sided partition wall consisting of two panels, a single-sided two-panel partition wall with overlapping panels consisting of two underlays and a top panel, and a stud on both sides of the stud. It may be a partition wall with a double-sided single-layered structure, or a partition wall with two-sided double-sided panels or a double-sided triple-layered structure in which two or three panels are layered. In a partition wall that has an overlapping layer consisting of two underlays and a top sheet, the underlay sheet is fastened to the studs with a first fixing member such as a screw, and the top sheet is stapled to the bottom sheet. It is fastened by a second fixing member such as. In addition to the illustrated partition wall, the building wall may be an indoor wall of an exterior wall. Furthermore, in the illustrated example, the building materials placed on the surface of the building wall are the stringers that make up the stairs, but as mentioned above, the building materials include floor beams and floor beams placed on the surface of the building wall. There are various building materials such as bridge beams and foundation beams.
 図3に示す間仕切壁100(建物壁の一例)は、鉄骨造の建物やRC(Reinforced Concrete)造の建物、木造の建物等に適用され、この建物には、一般の戸建て住宅やマンション等の集合住宅の他、工場や倉庫などが含まれる。 The partition wall 100 (an example of a building wall) shown in FIG. 3 is applied to steel-frame buildings, RC (Reinforced Concrete) buildings, wooden buildings, etc. In addition to apartment complexes, this includes factories, warehouses, etc.
 間仕切壁100は、主要軸組を構成する複数のスタッド10と、不図示の下ランナー(もしくは床ランナー)及び上ランナー(もしくは天井ランナー)とを有する。スタッド10は縦方向(鉛直方向)に延設し、上ランナーや下ランナーは横方向(水平方向)に延設する。ここで、不図示の上ランナーと下ランナーはいずれも、溝形鋼等の軽量鉄骨材により形成され、上ランナーは開口を下方に向けた姿勢で上方の床構造体に取り付けられ、下ランナーは開口を上方に向けた姿勢で下方の床構造体に取り付けられている。 The partition wall 100 includes a plurality of studs 10 that constitute a main frame, and a lower runner (or floor runner) and an upper runner (or ceiling runner) that are not shown. The stud 10 extends in the longitudinal direction (vertical direction), and the upper runner and lower runner extend in the lateral direction (horizontal direction). Here, both the upper runner and lower runner (not shown) are formed of lightweight steel frames such as channel steel, and the upper runner is attached to the upper floor structure with its opening facing downward, and the lower runner is It is attached to the lower floor structure with the opening facing upward.
 スタッド10は、軽量鉄骨のリップ付き溝形鋼により形成されている。ここで、スタッド10はその他、溝形鋼や角形鋼管により形成されてもよい。 The stud 10 is formed of a lipped channel steel of lightweight steel. Here, the stud 10 may also be formed of channel steel or square steel pipe.
 各スタッド10の上端と下端が、上ランナーと下ランナーにそれぞれ嵌め込まれることより、各スタッド10が上ランナーと下ランナーに固定される。ここで、水平方向に延設する不図示の複数の振れ止めが、スタッド10の高さ方向に所定ピッチ(例えば1200mmピッチ)で設けられていてもよい。 The upper and lower ends of each stud 10 are fitted into the upper and lower runners, respectively, so that each stud 10 is fixed to the upper and lower runners. Here, a plurality of horizontally extending steady rests (not shown) may be provided at a predetermined pitch (for example, a 1200 mm pitch) in the height direction of the stud 10.
 スタッド10と、不図示の上ランナー及び下ランナーは、例えば、厚さ0.4mm以上の軽量鉄骨材であり、JIS A 6517(「建築用鋼製下地材」)に規定された鋼製ランナー及び鋼製スタッド、もしくは、その同等品、準拠品又は互換品が適用できる。間仕切壁100においては、下ランナーと上ランナーの間に、複数のスタッド10が、壁の幅方向(図3の左右方向)に、606mm以下の間隔(例えば606mm、455mmの間隔)を置いて建て込まれている。 The stud 10 and the upper and lower runners (not shown) are, for example, lightweight steel frames with a thickness of 0.4 mm or more, and are made of steel runners and Steel studs or their equivalent, compliant or compatible products are applicable. In the partition wall 100, a plurality of studs 10 are installed between the lower runner and the upper runner at intervals of 606 mm or less (for example, intervals of 606 mm and 455 mm) in the width direction of the wall (left-right direction in FIG. 3). It's included.
 以下、図1乃至図3の順に、下張りと中張りと上張りの留め付け構造について説明する。 Hereinafter, the fastening structure of the bottom liner, inner liner, and top liner will be explained in the order of FIGS. 1 to 3.
 図1に示すように、複数のスタッド10の前方(紙面の表側)には、複数の下張り面材21が留め付けられることにより下張り20が形成され、下張り20の表面側には、階段80を構成する側桁81(建材の一例)と、側桁81に固定されている複数の段板82及び蹴込板83が配設されている。 As shown in FIG. 1, an underlay 20 is formed by fastening a plurality of underlay members 21 in front of the plurality of studs 10 (on the front side of the page), and a staircase 80 is provided on the front side of the underlay 20. Constituent side beams 81 (an example of a building material), and a plurality of step plates 82 and risers 83 fixed to the side beams 81 are arranged.
 階段80は、スタッド10や下張り20から独立して、すなわち間仕切壁100から独立して建て付けられており、スタッド10と側桁81の間には、図示する下張り20の他、以下で説明する中張り30や上張り40を建て込むためのスペースが設けられている。ここで、図示例の階段80は側桁階段であるが、側桁81にはささら桁も含まれてよく、ささら桁を備えたささら桁階段が適用されてもよい。 The staircase 80 is built independently from the studs 10 and the underlayment 20, that is, independently from the partition wall 100, and between the studs 10 and the stringers 81, in addition to the underlayment 20 shown, there are A space is provided for installing the inner lining 30 and the upper lining 40. Here, although the illustrated example staircase 80 is a stringer staircase, the stringer 81 may also include a stringer, and a stringer staircase provided with stringers may be applied.
 階段スペースを構成する階段80とその側方の間仕切壁100の施工方法は、まず、階段80を上下階(例えば1階と2階)の架構構成部材(基礎梁と2階の床梁等)に取り付けた後、階段80の側方に複数のスタッド10を建て付け、スタッド10と側桁81の間のスペースに下張り面材21を建て込み、下張り面材21をスタッド10に留め付ける順で行われる。 The construction method for the stairs 80 and the partition walls 100 on the sides of the stairs 80 that constitute the stairway space is as follows: First, the stairs 80 are constructed using structural members (foundation beams, floor beams on the second floor, etc.) of the upper and lower floors (for example, the first and second floors). After installing the studs 10 on the sides of the stairs 80, install the underlayment 21 in the space between the studs 10 and the stringer 81, and fasten the underlayment 21 to the studs 10. It will be done.
 下張り面材21は、石膏板や石膏ボード、珪酸カルシウム板、パーティクルボード、ハードボード、合板、構造用合板等が適用され、中でも、石膏板や石膏ボードが好適に用いられる。ここで、石膏ボードには、一般の石膏ボードの他、強化石膏ボード、普通硬質石膏ボード、シージング硬質石膏ボード、吸放湿強化石膏ボード、吸放湿普通石膏ボード、吸放湿シージング硬質石膏ボード、ガラス繊維不織布入石膏板、ガラスマット石膏ボード等が含まれる。 As the underlay surface material 21, gypsum board, gypsum board, calcium silicate board, particle board, hardboard, plywood, structural plywood, etc. are applied, and among them, gypsum board and gypsum board are preferably used. In addition to general gypsum board, gypsum board includes reinforced gypsum board, ordinary rigid gypsum board, sheathing rigid gypsum board, moisture absorbing and desorbing reinforced gypsum board, moisture absorbing and desorbing ordinary gypsum board, and moisture absorbing and desorbing sheathing rigid gypsum board. , glass fiber non-woven gypsum board, glass mat gypsum board, etc.
 例えば下張り面材21に石膏ボードが適用される場合、その短辺、長辺、及び厚みは、910mm×1820mm×9.5mmの準不燃材、もしくは、910mm×1820mm(2420mm、2730mm)×12.5mm(15mm、21mm、25mm)の不燃材等から形成され、石膏ボードの幅は、910mmの他にも、606mm幅や1000mm幅、1220mm幅等がある。 For example, when gypsum board is applied to the underlay surface material 21, its short side, long side, and thickness are semi-noncombustible material of 910 mm x 1820 mm x 9.5 mm, or 910 mm x 1820 mm (2420 mm, 2730 mm) x 12. It is made of noncombustible material with a thickness of 5 mm (15 mm, 21 mm, 25 mm), and the width of the gypsum board is 606 mm, 1000 mm, 1220 mm, etc. in addition to 910 mm.
 下張り面材21は、スタッド10に対してビス50(第1固定部材の一例)により留め付けられる。ここで、第1固定部材には、図示例のビスの他、釘やネジ等が適用されてもよい。 The underlay surface material 21 is fastened to the stud 10 with screws 50 (an example of a first fixing member). Here, in addition to the illustrated screws, nails, screws, or the like may be used as the first fixing member.
 図示例は、複数のスタッド10に対して、複数の下張り面材21が縦張り配置される。ここで、複数の下張り面材21が横張り配置される形態であってもよい。 In the illustrated example, a plurality of underlay panels 21 are vertically arranged on a plurality of studs 10. Here, a plurality of underlay surface materials 21 may be arranged horizontally.
 図1に示すように、スタッド10の前方には、階段80が既に施工されていることから、スタッド10に対して下張り面材21を留め付けるに当たり、階段80を構成する側桁81がビス50の打ち込みの障害となる。 As shown in FIG. 1, the stairs 80 have already been constructed in front of the studs 10, so when fastening the underlayment 21 to the studs 10, the side beams 81 constituting the stairs 80 are attached to the screws 50. It becomes an obstacle to typing.
 ビス50による留め付けに際して側桁81が障害とならない一般部における留め付けピッチt1は、例えば300mm程度に設定される。 The fastening pitch t1 in the general area where the stringer 81 does not become an obstacle when fastening with the screws 50 is set to, for example, about 300 mm.
 一方、側桁81が障害となる領域は、ビス50による留め付けを行わず、側桁81の上下の位置、すなわち、側桁81(建材)を避けた領域においてビス50による留め付けを行う。 On the other hand, in the area where the stringer 81 becomes an obstacle, fastening with the screws 50 is not performed, but in the upper and lower positions of the stringer 81, that is, in the area avoiding the stringer 81 (building material).
 図1に示すように、側桁81を避けた領域におけるビス50の留め付けピッチt2は、最大で750mm程度に設定できる。 As shown in FIG. 1, the fastening pitch t2 of the screws 50 in the area avoiding the side beams 81 can be set to about 750 mm at maximum.
 図示例のように、側桁81を避けた領域において、スタッド10に対する下張り面材21のビス50による留め付けを行うとともに、留め付けピッチt2を最大で750mm程度に設定することにより、スタッド10に対する下張り面材21の留め付け強度を確保しながら、スタッド10に対して下張り面材21をスムーズに留め付けることが可能になる。尚、留め付けピッチt2が750mmを超えても留め付け強度を確保できる場合は、留め付けピッチt2を750mmを超える範囲で設定してよい。 As shown in the illustrated example, by fastening the underlaying surface material 21 to the stud 10 with the screws 50 in an area avoiding the stringer 81, and by setting the fastening pitch t2 to a maximum of about 750 mm, the It becomes possible to smoothly fasten the underlay surface material 21 to the stud 10 while ensuring the fastening strength of the underlay surface material 21. In addition, if the fastening strength can be ensured even if the fastening pitch t2 exceeds 750 mm, the fastening pitch t2 may be set within a range exceeding 750 mm.
 複数のスタッド10に対して複数の下張り面材21を留め付けることにより、スタッド10と下張り20の留め付け構造が形成される。 By fastening a plurality of underlay face materials 21 to a plurality of studs 10, a fastening structure of studs 10 and underlay 20 is formed.
 次に、図2に示すように、下張り20の表面(側桁81に対向する面)には、複数の中張り面材31が留め付けられる。 Next, as shown in FIG. 2, a plurality of inner panel members 31 are fastened to the surface of the underlayment 20 (the surface facing the stringer 81).
 中張り面材31には、下張り面材21と同様に、石膏板や石膏ボード、珪酸カルシウム板等が適用され、中でも、石膏板や石膏ボードが好適に用いられる。 As with the underlay surface material 21, a gypsum board, a gypsum board, a calcium silicate board, etc. are applied to the inner surface material 31, and among them, a gypsum board and a gypsum board are preferably used.
 図示例は、下張り20に対して、複数の中張り面材31が縦張り配置される。ここで、複数の中張り面材31が横張り配置される形態であってもよい。 In the illustrated example, a plurality of inner panels 31 are vertically arranged on the underlay 20. Here, a configuration may be adopted in which a plurality of inner panel members 31 are arranged horizontally.
 下張り20に対して、中張り面材31は、不図示の酢酸ビニル系接着剤等の接着剤と、ステープル60(第3固定部材の一例)とにより留め付けられる。 The inner lining surface material 31 is fastened to the underlay 20 using an adhesive such as a vinyl acetate adhesive (not shown) and staples 60 (an example of the third fixing member).
 ステープル60は、例えば正面視において接着剤の内部に打ち込まれているが、ステープル60が接着剤の内部に打ち込まれず、接着剤と対応しない位置に打ち込まれる形態であってもよい。 For example, the staples 60 are driven into the adhesive when viewed from the front, but the staples 60 may not be driven into the adhesive but at positions that do not correspond to the adhesive.
 図2に示すように、ステープル60は、中張り面材31の周辺において、相対的に密なピッチで打ち込まれる周辺のステープル61と、中張り面材31の中央側において、相対的に粗なピッチで打ち込まれる中央のステープル62が含まれる。 As shown in FIG. 2, the staples 60 are driven at a relatively dense pitch around the lining material 31, and the staples 61 are driven at a relatively coarse pitch at the center of the lining material 31. A central staple 62 is included that is driven in pitch.
 図2に示すように、下張り20の前方には、階段80が既に施工されていることから、下張り20に対して中張り面材31を留め付けるに当たり、階段80を構成する側桁81がステープル61,62の打ち込みの障害となる。 As shown in FIG. 2, the stairs 80 have already been constructed in front of the underlayment 20, so when fastening the inner panel material 31 to the underlayment 20, the stringers 81 that make up the stairs 80 are stapled. It becomes an obstacle to driving 61 and 62.
 ステープル61,62による留め付けに際して、側桁81が障害とならない一般部における留め付けピッチに関し、周辺のステープル61の留め付けピッチt3は100mm程度に設定され、中央のステープル62の留め付けピッチt4は200mm程度に設定される。 Regarding the fastening pitch in the general area where the stringer 81 does not become an obstacle when fastening with the staples 61 and 62, the fastening pitch t3 of the peripheral staples 61 is set to about 100 mm, and the fastening pitch t4 of the central staple 62 is set to about 100 mm. It is set to about 200mm.
 このように、下張り20に対して、中張り面材31の周辺を相対的に密なピッチのステープル61にて留め付け、中張り面材31の中央を相対的に粗なピッチのステープル62にて留め付けることにより、ステープル60の本数を可及的に抑制しながら、下張り20に対する中張り面材31の留め付け強度を高めることができ、さらには、地震時の変形の際の間仕切壁100の構成部材の一体性(一体として変形する性能)を高めることができ、火災時における間仕切壁100の構成部材の脱落防止(下張り20からの中張り30の脱落防止)を図ることができる。 In this way, the periphery of the inner lining material 31 is fastened to the underlay 20 with staples 61 having a relatively dense pitch, and the center of the inner lining material 31 is fastened with staples 62 having a relatively coarse pitch. By fastening the inner panel material 31 to the underlayment 20, the number of staples 60 can be suppressed as much as possible while increasing the strength of fastening the inner panel material 31 to the underlayment 20. Furthermore, the partition wall 100 can be fastened to the partition wall 100 during deformation during an earthquake. The integrity of the constituent members of the partition wall 100 (the ability to deform as one) can be improved, and it is possible to prevent the constituent members of the partition wall 100 from falling off (preventing the inner lining 30 from falling off from the underlay 20) in the event of a fire.
 また、中張り面材31はさらに、増打ちビス65(第5固定部材の一例)により、下張り面材21を貫通してスタッド10にも留め付けられている。図示例は、1本の増打ちビス65により中張り面材31がスタッド10に留め付けられているが、2本以上の増打ちビス65が用いられてもよい。この増打ちビス65により、スタッド10と下張り20と中張り30の一体性がより一層高められる。ここで、増打ちビス65は、以下で説明する上張り面材41の表面から打ち込まれ、中張り面材31と下張り面材21の双方を貫通してスタッド10に留め付けられてもよいが、好ましくは、図示例の中張り面材31の表面から打ち込まれる形態である。 In addition, the inner panel material 31 is further fixed to the stud 10 by penetrating the underlay panel material 21 with additional screws 65 (an example of a fifth fixing member). In the illustrated example, the inner panel material 31 is fastened to the stud 10 by one additional screw 65, but two or more additional screws 65 may be used. The additional screws 65 further enhance the integrity of the stud 10, the underlay 20, and the inner lining 30. Here, the additional screws 65 may be driven from the surface of the top panel material 41, which will be described below, and may be fastened to the studs 10 by penetrating both the middle panel material 31 and the bottom panel material 21. , Preferably, it is a form in which it is driven from the surface of the lining panel material 31 in the illustrated example.
 一方、側桁81が障害となる領域は、ステープル60による留め付けを行わず、側桁81の上下の位置、すなわち、側桁81(建材)を避けた領域においてステープル60による留め付けを行う。 On the other hand, in areas where the stringer 81 is an obstacle, fastening with the staples 60 is not performed, but in the upper and lower positions of the stringer 81, that is, in areas avoiding the stringer 81 (building material).
 図2に示すように、側桁81を避けた領域におけるステープル60の留め付けピッチt5は、最大で750mm程度に設定できる。 As shown in FIG. 2, the fastening pitch t5 of the staples 60 in the area avoiding the stringers 81 can be set to about 750 mm at maximum.
 図示例のように、側桁81を避けた領域において、下張り20に対する中張り面材31のステープル60による留め付けを行うとともに、留め付けピッチt5を最大で750mm程度に設定することにより、下張り20に対する中張り面材31の留め付け強度を確保しながら、下張り20に対して中張り面材31をスムーズに留め付けることが可能になる。尚、留め付けピッチt5が750mmを超えても留め付け強度を確保できる場合は、留め付けピッチt5を750mmを超える範囲で設定してよい。 As shown in the illustrated example, by fixing the inner panel material 31 to the underlayment 20 with staples 60 in an area avoiding the stringers 81, and setting the fastening pitch t5 to a maximum of about 750 mm, the underlayment 20 It becomes possible to smoothly fasten the inner lining material 31 to the underlayment 20 while ensuring the fastening strength of the inner lining material 31 to the underlayment 20. In addition, if the fastening strength can be ensured even if the fastening pitch t5 exceeds 750 mm, the fastening pitch t5 may be set in a range exceeding 750 mm.
 下張り20に対して複数の中張り面材31を留め付けることにより中張り30が形成され、下張り20と中張り30の留め付け構造が形成される。 The lining 30 is formed by fastening a plurality of lining face materials 31 to the lining 20, and a fastening structure of the lining 20 and the lining 30 is formed.
 次に、図3に示すように、中張り30の表面(側桁81に対向する面)には、複数の上張り面材41が留め付けられる。 Next, as shown in FIG. 3, a plurality of top facing members 41 are fastened to the surface of the inner lining 30 (the surface facing the side beams 81).
 上張り面材41には、下張り面材21や中張り面材31と同様に、石膏板や石膏ボード、珪酸カルシウム板等が適用され、中でも、石膏板や石膏ボードが好適に用いられる。例えば、下張り面材21と中張り面材31が強化石膏ボードにより形成され、上張り面材41が一般の石膏ボードにより形成されることにより、3層構造で耐火性のある間仕切壁100が形成される。 As with the underlay surface material 21 and the intermediate surface material 31, gypsum board, gypsum board, calcium silicate board, etc. are applied to the top surface material 41, and among them, gypsum board and gypsum board are preferably used. For example, the base material 21 and the middle material 31 are made of reinforced gypsum board, and the top material 41 is made of general gypsum board, thereby forming the partition wall 100 with a three-layer structure and fire resistance. be done.
 図示例は、中張り30に対して、複数の上張り面材41が縦張り配置される。ここで、複数の上張り面材41が横張り配置される形態であってもよい。 In the illustrated example, a plurality of top panels 41 are vertically arranged on the inner panel 30. Here, a plurality of top facing panels 41 may be arranged horizontally.
 中張り30に対して、上張り面材41は、不図示の酢酸ビニル系接着剤等の接着剤と、ステープル70(第4固定部材の一例)とにより留め付けられる。 The top surface material 41 is fastened to the inner lining 30 using an adhesive such as a vinyl acetate adhesive (not shown) and staples 70 (an example of the fourth fixing member).
 ステープル70は、例えば正面視において接着剤の内部に打ち込まれているが、ステープル70が接着剤の内部に打ち込まれず、接着剤と対応しない位置に打ち込まれる形態であってもよい。 For example, the staples 70 are driven into the adhesive when viewed from the front, but the staples 70 may not be driven into the adhesive but at positions that do not correspond to the adhesive.
 図3に示すように、ステープル70は、上張り面材41の周辺において、相対的に密なピッチで打ち込まれる周辺のステープル71と、上張り面材41の中央側において、相対的に粗なピッチで打ち込まれる中央のステープル72が含まれる。 As shown in FIG. 3, the staples 70 are driven at a relatively dense pitch around the top surface material 41, and the staples 71 are driven at a relatively coarse pitch at the center of the top surface material 41. A central staple 72 is included that is driven in pitch.
 図3に示すように、中張り30の前方には、階段80が既に施工されていることから、中張り30に対して上張り面材41を留め付けるに当たり、階段80を構成する側桁81がステープル71,72の打ち込みの障害となる。 As shown in FIG. 3, since the stairs 80 have already been constructed in front of the inner lining 30, when fastening the top facing material 41 to the inner lining 30, the side beams 80 constituting the stairs 80 are This becomes an obstacle to driving the staples 71 and 72.
 ステープル71,72による留め付けに際して側桁81が障害とならない一般部における留め付けピッチに関し、周辺のステープル71の留め付けピッチt6は100mm程度に設定され、中央のステープル72の留め付けピッチt7は200mm程度に設定される。 Regarding the fastening pitch in the general area where the stringer 81 does not become an obstacle when fastening with the staples 71 and 72, the fastening pitch t6 of the peripheral staples 71 is set to about 100 mm, and the fastening pitch t7 of the center staple 72 is 200 mm. It is set to a certain degree.
 このように、中張り30に対して、上張り面材41の周辺を相対的に密なピッチのステープル71にて留め付け、上張り面材41の中央を相対的に粗なピッチのステープル72にて留め付けることにより、ステープル70の本数を可及的に抑制しながら、中張り30に対する上張り面材41の留め付け強度を高めることができ、地震時の変形の際の間仕切壁100の構成部材の一体性(一体として変形する性能)を高めることができ、火災時における間仕切壁100の構成部材の脱落防止(中張り30からの上張り40の脱落防止)を図ることができる。 In this way, the periphery of the top facing material 41 is fastened to the inner lining 30 with staples 71 having a relatively dense pitch, and the center of the top facing material 41 is fastened with staples 72 having a relatively coarse pitch. By fastening the top panel material 41 to the inner panel 30, the number of staples 70 can be suppressed as much as possible, and the strength of fixing the top panel material 41 to the inner panel 30 can be increased. The integrity of the constituent members (ability to deform as one) can be improved, and it is possible to prevent the constituent members of the partition wall 100 from falling off (preventing the top lining 40 from falling off from the inner lining 30) in the event of a fire.
 一方、側桁81が障害となる領域は、ステープル70による留め付けを行わず、側桁81の上下の位置、すなわち、側桁81(建材)を避けた領域においてステープル70による留め付けを行う。 On the other hand, in the area where the stringer 81 is an obstacle, the staples 70 are not fastened, but the staples 70 are fastened in the upper and lower positions of the stringer 81, that is, in the area avoiding the stringer 81 (building material).
 図3に示すように、側桁81を避けた領域におけるステープル70の留め付けピッチt8は、最大で750mm程度に設定できる。 As shown in FIG. 3, the fastening pitch t8 of the staples 70 in the area avoiding the side beams 81 can be set to about 750 mm at maximum.
 図示例のように、側桁81を避けた領域において、中張り30に対する上張り面材41のステープル70による留め付けを行うとともに、留め付けピッチt8を最大で750mm程度に設定することにより、中張り30に対する上張り面材41の留め付け強度を確保しながら、中張り30に対して上張り面材41をスムーズに留め付けることが可能になる。尚、留め付けピッチt8が750mmを超えても留め付け強度を確保できる場合は、留め付けピッチt8を750mmを超える範囲で設定してよい。 As shown in the illustrated example, by fastening the top panel material 41 to the inner liner 30 with staples 70 in an area avoiding the stringers 81, and setting the fastening pitch t8 to a maximum of about 750 mm, It becomes possible to smoothly fasten the top facing material 41 to the inner lining 30 while ensuring the fastening strength of the top facing material 41 to the upholstery 30. In addition, if the fastening strength can be ensured even if the fastening pitch t8 exceeds 750 mm, the fastening pitch t8 may be set in a range exceeding 750 mm.
 中張り30に対して複数の上張り面材41を留め付けることにより上張り40が形成され、中張り30と上張り40の留め付け構造が形成され、スタッド10に対して下張り20が留め付けられ、下張り20に対して中張り30が留め付けられ、中張り30に対して上張り40が留め付けられてなる間仕切壁100が形成される。 The top lining 40 is formed by fastening a plurality of top facing materials 41 to the middle lining 30, a fastening structure of the middle lining 30 and the top lining 40 is formed, and the bottom lining 20 is fastened to the studs 10. A partition wall 100 is formed in which the inner lining 30 is fastened to the underlay 20 and the top lining 40 is fastened to the inner lining 30.
 図4に示す間仕切壁100の横断面図において、上張り40の縦目地75は例えば目透かし目地であり、縦目地75に対応する上張り40の表面に接着剤78が塗布され、縦目地75にハットジョイナー77が取り付けられている。ここで、ハットジョイナー77の背面に接着剤78が塗布され、縦目地75にハットジョイナー77が取り付けられてもよい。また、図示を省略するが、横目地を目透かし目地として、横目地にハットジョイナーが取り付けられてもよい。さらに、図示を省略するが、ハットジョイナーと中張り(目地を含む)の間にシーリング材が塗布されてもよい。シーリング材を塗布することにより、縦目地及び/又は横目地の耐火性能が向上する。加えて、図示を省略するが、縦目地及び横目地を突き付け目地としてもよい。また、図示例は、接着剤78によりハットジョイナー77が取り付けられる形態であるが、粘着テープもしくは両面粘着テープにより、ハットジョイナーを取り付けることも可能である。 In the cross-sectional view of the partition wall 100 shown in FIG. 4, the vertical joints 75 of the top lining 40 are, for example, open-cut joints, and an adhesive 78 is applied to the surface of the top lining 40 corresponding to the vertical joints 75. A hat joiner 77 is attached to the. Here, an adhesive 78 may be applied to the back surface of the hat joiner 77 and the hat joiner 77 may be attached to the vertical joint 75. Further, although not shown, a hat joiner may be attached to the horizontal joint by using the horizontal joint as a transparent joint. Furthermore, although not shown, a sealant may be applied between the hat joiner and the lining (including the joint). By applying the sealant, the fire resistance of the vertical joints and/or horizontal joints is improved. In addition, although not shown, the vertical joints and the horizontal joints may be butt joints. Further, although the illustrated example shows a configuration in which the hat joiner 77 is attached with adhesive 78, it is also possible to attach the hat joiner with adhesive tape or double-sided adhesive tape.
 また、上張り40と中張り30の間には、横方向に延設する帯状の鋼板(図示略)が配設されていてもよい。一例として、上張り40が縦目地75と不図示の横目地を備えていて、上張り40の背面における例えば横目地に対応する位置(床面から所定の高さレベル)に、帯状の鋼板が配設される例を挙げることができる。鋼板には、例えば亜鉛メッキ鋼板等が適用され、鋼板は、中張り30の前面と上張り40の背面に対して速乾ボンド等の接着剤を介して接着される。尚、鋼板の取り付けは、接着剤による接着の他にも、ステープルやビス、粘着テープ、両面粘着テープにより取り付けられてよい。また、鋼板は、上張り40と中張り30の間において、横目地に対応しない様々な位置に配設されてよい。さらに、鋼板は、スタッド10と下張り20の間や、下張り20と中張り30の間に配設されてもよい。 Furthermore, a strip-shaped steel plate (not shown) extending laterally may be disposed between the top lining 40 and the middle lining 30. As an example, the overlay 40 includes vertical joints 75 and horizontal joints (not shown), and a strip-shaped steel plate is placed on the back side of the overlay 40 at a position corresponding to the horizontal joint (at a predetermined height level from the floor surface). An example can be given of the arrangement. For example, a galvanized steel plate or the like is used as the steel plate, and the steel plate is bonded to the front surface of the inner lining 30 and the back surface of the top lining 40 via an adhesive such as a quick-drying bond. Note that the steel plate may be attached using staples, screws, adhesive tape, or double-sided adhesive tape in addition to adhesive bonding. Furthermore, the steel plates may be disposed at various positions between the top lining 40 and the middle lining 30 that do not correspond to the horizontal joints. Further, the steel plate may be disposed between the stud 10 and the underlay 20 or between the underlay 20 and the inner lining 30.
 鋼板は、上張り40よりも室内側に後付けされる不図示の後付け部材を片持ち支持する、支持基部として機能する。例えば、鋼板に対して不図示の棒状の支持部材の一端が固定され、支持部材の他端が室内に張り出し、複数の支持部材の他端に対して、手摺りや壁掛け、背もたれやアームレスト等の後付け部材が固定される。 The steel plate functions as a support base that cantilever-supports a post-installed member (not shown) that is post-installed on the indoor side of the lining 40. For example, one end of a rod-shaped support member (not shown) is fixed to a steel plate, the other end of the support member extends into the room, and the other ends of multiple support members are retrofitted with handrails, wall hangings, backrests, armrests, etc. The member is fixed.
 このように、鋼板は剛性のある板材であることから、後付け部材を支持する支持基部としての機能を有する部材として好適である。また、鋼板は比較的薄厚の平板状の部材であることから、中張り30と上張り40の間に挟まれる部材として好適である。後付け部材を支持できる最低限の剛性を有し、かつ厚みが可及的に薄い形態が望ましいことから、鋼板の厚みは0.4mm乃至1.2mmの範囲が好適である。 As described above, since the steel plate is a rigid plate material, it is suitable as a member that functions as a support base for supporting retrofitted members. Further, since the steel plate is a relatively thin plate-like member, it is suitable as a member sandwiched between the inner lining 30 and the upper lining 40. Since it is desirable that the steel plate has the minimum rigidity to support the retrofitted member and is as thin as possible, the thickness of the steel plate is preferably in the range of 0.4 mm to 1.2 mm.
 間仕切壁100によれば、スタッド10に対して下張り面材21を留め付ける第1固定部材50、下張り面材21に対して中張り面材31を留め付ける第3固定部材60、中張り面材31に対して上張り面材41を留め付ける第4固定部材70のそれぞれの留め付け位置が、側桁81を避けた領域に設定されている。このことにより、階段80が先行して施工されている階段スペースにおいて、階段80の側方において、耐火性能に優れた間仕切壁100をスムーズに施工することが可能になる。 According to the partition wall 100, the first fixing member 50 fastens the underlay panel material 21 to the stud 10, the third fixing member 60 fastens the inner panel material 31 to the underlay panel material 21, and the inner panel panel material 21. The respective fastening positions of the fourth fixing members 70 that fasten the top panel material 41 to the side beams 31 are set in areas avoiding the side beams 81. This makes it possible to smoothly construct the partition wall 100 with excellent fire resistance performance on the side of the staircase 80 in the staircase space where the staircase 80 is constructed first.
 尚、上記実施形態に挙げた構成等に対し、その他の構成要素が組み合わされるなどした他の実施形態であってもよく、また、本開示はここで示した構成に何等限定されるものではない。この点に関しては、本開示の趣旨を逸脱しない範囲で変更することが可能であり、その応用形態に応じて適切に定めることができる。 It should be noted that other embodiments may be adopted in which other components are combined with the configurations listed in the above embodiments, and the present disclosure is not limited to the configurations shown here. . In this regard, changes can be made without departing from the spirit of the present disclosure, and can be determined appropriately depending on the application form.
 本国際出願は、2022年5月31日に出願した日本国特許出願第2022-088607号に基づく優先権を主張するものであり、当該出願の全内容を本国際出願に援用する。 This international application claims priority based on Japanese Patent Application No. 2022-088607 filed on May 31, 2022, and the entire contents of that application are incorporated into this international application.
10:スタッド
20:下張り
21:下張り面材
30:中張り
31:中張り面材
40:上張り
41:上張り面材
50:ビス(第1固定部材)
60:ステープル(第3固定部材)
61:周辺のステープル(ステープル)
62:中央のステープル(ステープル)
65:増打ちビス(第5固定部材)
70:ステープル(第4固定部材)
71:周辺のステープル(ステープル)
72:中央のステープル(ステープル)
75:縦目地
77:ハットジョイナー
78:接着剤
80:階段
81:側桁
82:段板
83:蹴込板
100:間仕切壁(建物壁)
10: Stud 20: Underlay 21: Underlay facing material 30: Inner lining 31: Inner lining facing material 40: Overlay 41: Overlay facing material 50: Screw (first fixing member)
60: Staple (third fixing member)
61: Peripheral staple (staple)
62: Center staple (staple)
65: Additional screw (fifth fixing member)
70: Staple (fourth fixing member)
71: Peripheral staple (staple)
72: Center staple (staple)
75: Vertical joint 77: Hat joiner 78: Adhesive 80: Stairs 81: Strings 82: Steps 83: Riser boards 100: Partition wall (building wall)

Claims (11)

  1.  所定の間隔を置いて配設されたスタッドに対して接続されている、複数の下張り面材により形成される、下張りと、該下張り面材に接続されている、複数の上張り面材により形成される、上張りとを備えている、建物壁であって、
     前記上張り面材のうち、前記下張り面材に対向する背面と反対側の表面には、前記建物壁から独立した建材が配設されており、
     前記下張り面材は、前記スタッドに対して第1固定部材により留め付けられ、前記上張り面材は、前記下張り面材に対して第2固定部材により留め付けられており、
     前記第1固定部材と前記第2固定部材の双方の留め付け位置が、前記建材を避けた領域に設定されている、建物壁。
    An underlay formed by a plurality of underlay panels connected to studs arranged at predetermined intervals, and a plurality of top panels connected to the underlay panels. A building wall comprising a cladding,
    A building material that is independent from the building wall is disposed on the surface of the top panel material that is opposite to the back surface that faces the bottom panel material,
    The underlay surface material is fastened to the stud by a first fixing member, and the top surface material is fastened to the underlay surface material by a second fixing member,
    A building wall, wherein fastening positions of both the first fixing member and the second fixing member are set in an area avoiding the building material.
  2.  所定の間隔を置いて配設されたスタッドに対して接続されている、複数の下張り面材により形成される、下張りと、該下張り面材に接続されている、複数の中張り面材により形成される、中張りと、該中張り面材に接続されている、複数の上張り面材により形成される、上張りとを備えている、建物壁であって、
     前記上張り面材のうち、前記中張り面材に対向する背面と反対側の表面には、前記建物壁から独立した建材が配設されており、
     前記下張り面材は、前記スタッドに対して第1固定部材により留め付けられ、前記中張り面材は、前記下張り面材に対して第3固定部材により留め付けられ、前記上張り面材は、前記中張り面材に対して第4固定部材により留め付けられており、
     前記第1固定部材と前記第3固定部材と前記第4固定部材のそれぞれの留め付け位置が、前記建材を避けた領域に設定されている、建物壁。
    An underlayment formed by a plurality of underlayment facings connected to studs arranged at predetermined intervals, and a plurality of inner facing facings connected to the underlayment facings. 1. A building wall comprising: an interior lining formed by a cladding;
    A building material that is independent from the building wall is disposed on the surface of the top facing material that is opposite to the back surface that faces the inner facing material,
    The underlay surface material is fastened to the stud by a first fixing member, the intermediate surface material is fastened to the underlay surface material by a third fixing member, and the top surface material is It is fastened to the inner panel material by a fourth fixing member,
    A building wall, wherein respective fastening positions of the first fixing member, the third fixing member, and the fourth fixing member are set in an area avoiding the building material.
  3.  前記中張り面材は、前記スタッドに対して、前記下張り面材を貫通する増打ちの第5固定部材によりさらに留め付けられている、請求項2に記載の建物壁。 The building wall according to claim 2, wherein the inner lining material is further fixed to the stud by an additional fifth fixing member that penetrates the underlay lining material.
  4.  前記第1固定部材と前記第2固定部材のそれぞれの留め付けピッチが、最大で750mmである、請求項1に記載の建物壁。 The building wall according to claim 1, wherein a fastening pitch of each of the first fixing member and the second fixing member is 750 mm at maximum.
  5.  前記第1固定部材と前記第3固定部材と前記第4固定部材のそれぞれの留め付けピッチが、最大で750mmである、請求項2又は3に記載の建物壁。 The building wall according to claim 2 or 3, wherein a fastening pitch of each of the first fixing member, the third fixing member, and the fourth fixing member is 750 mm at maximum.
  6.  前記上張り面材の平面視形状は矩形であり、
     前記矩形の周辺における前記第2固定部材の留め付けピッチが、該矩形の内側における前記第2固定部材の留め付けピッチに比べて狭い、請求項1又は4に記載の建物壁。
    The top surface material has a rectangular shape in plan view,
    The building wall according to claim 1 or 4, wherein a fastening pitch of the second fixing members around the rectangle is narrower than a fastening pitch of the second fixing members inside the rectangle.
  7.  前記中張り面材と前記上張り面材の平面視形状はいずれも矩形であり、
     前記矩形の周辺における前記第3固定部材と前記第4固定部材の留め付けピッチが、該矩形の内側における前記第3固定部材と前記第4固定部材の留め付けピッチに比べて狭い、請求項5に記載の建物壁。
    Both the inner lining material and the top lining material have a rectangular shape in plan view,
    5. A fastening pitch between the third fixing member and the fourth fixing member around the rectangle is narrower than a fastening pitch between the third fixing member and the fourth fixing member inside the rectangle. The building wall described in.
  8.  前記上張りの背面に、鋼板が配設されている、請求項1乃至4のいずれか一項に記載の建物壁。 The building wall according to any one of claims 1 to 4, wherein a steel plate is disposed on the back surface of the cladding.
  9.  前記上張りは、縦目地と横目地を備えており、
     前記鋼板が、前記上張りの背面における少なくとも前記横目地に対応する位置に配設されている、請求項8に記載の建物壁。
    The overlay has vertical joints and horizontal joints,
    The building wall according to claim 8, wherein the steel plate is disposed on the back surface of the cladding at least at a position corresponding to the horizontal joint.
  10.  前記建材が、階段を構成する側桁である、請求項1乃至4のいずれか一項に記載の建物壁。 The building wall according to any one of claims 1 to 4, wherein the building material is a stringer forming a staircase.
  11.  前記側桁には、側桁階段を構成する側桁と、ささら桁階段を構成するささら桁の双方が含まれる、請求項10に記載の建物壁。 The building wall according to claim 10, wherein the stringer includes both a stringer that constitutes a stringer staircase and a stringer that constitutes a stringer staircase.
PCT/JP2023/004733 2022-05-31 2023-02-13 Building wall WO2023233715A1 (en)

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JP2022-088607 2022-05-31
JP2022088607 2022-05-31

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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10325181A (en) * 1997-05-27 1998-12-08 ▲高▼橋木材工業株式会社 Stair box for use in two-by-four house construction method and method for constructing two-by-four house
JP2000336763A (en) * 1999-06-02 2000-12-05 Misawa Homes Co Ltd Building unit
JP2002309691A (en) * 2001-04-11 2002-10-23 Yoshino Gypsum Co Ltd Fire-resisting joint filler for fire-resisting partition wall
JP2002364104A (en) * 2001-04-05 2002-12-18 Yoshino Gypsum Co Ltd Fire-resistant partition wall and method of constructing thereof
JP2014114640A (en) * 2012-12-11 2014-06-26 Asahi Kasei Homes Co Method for constructing wall body
JP2019127772A (en) * 2018-01-25 2019-08-01 積水化学工業株式会社 Stair structure and unit building
JP2020041311A (en) * 2018-09-10 2020-03-19 積水化学工業株式会社 Staircase structure and unit building

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10325181A (en) * 1997-05-27 1998-12-08 ▲高▼橋木材工業株式会社 Stair box for use in two-by-four house construction method and method for constructing two-by-four house
JP2000336763A (en) * 1999-06-02 2000-12-05 Misawa Homes Co Ltd Building unit
JP2002364104A (en) * 2001-04-05 2002-12-18 Yoshino Gypsum Co Ltd Fire-resistant partition wall and method of constructing thereof
JP2002309691A (en) * 2001-04-11 2002-10-23 Yoshino Gypsum Co Ltd Fire-resisting joint filler for fire-resisting partition wall
JP2014114640A (en) * 2012-12-11 2014-06-26 Asahi Kasei Homes Co Method for constructing wall body
JP2019127772A (en) * 2018-01-25 2019-08-01 積水化学工業株式会社 Stair structure and unit building
JP2020041311A (en) * 2018-09-10 2020-03-19 積水化学工業株式会社 Staircase structure and unit building

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