JP2009121039A - Internal wall structure of building and its construction method - Google Patents

Internal wall structure of building and its construction method Download PDF

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JP2009121039A
JP2009121039A JP2007293149A JP2007293149A JP2009121039A JP 2009121039 A JP2009121039 A JP 2009121039A JP 2007293149 A JP2007293149 A JP 2007293149A JP 2007293149 A JP2007293149 A JP 2007293149A JP 2009121039 A JP2009121039 A JP 2009121039A
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wall
base frame
frame assembly
wall base
building
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JP5252888B2 (en
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Katsuhiro Morikawa
勝浩 森川
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Daiwa House Industry Co Ltd
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Daiwa House Industry Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide an internal wall structure of a building, which can be demolished and reconstructed, and to provide a construction method for the internal wall structure. <P>SOLUTION: This internal wall structure of the building comprises a steel lathing framework body 1, a plurality of lower fixing fittings 2, an internal wall upside supporting material 3, an upper fixing fitting 4, and a face material 5 which is stuck on the lathing framework body 1. The lathing framework body 1 comprises a downside lateral frame material 6, an upside lateral frame material 7, and a vertical frame material 8 which is erected between the downside and upside lateral frame materials 6 and 7. The lower fixing fittings 2 make the downside lateral frame material 6 of the lathing framework body 1 fixed onto the floor 9 of the building. The internal wall upside supporting material 3 is elongated along a section above the lathing framework body 1, and installed in a building frame. The upper fixing fitting 4 is attached to the internal wall upside supporting material 3 so as to fix the upside of the lathing framework body 1. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

この発明は、建物の内部に解体・再構築可能に設けられる内部壁構造と、その内部壁構造の施工方法に関する。   The present invention relates to an internal wall structure provided in a building so that it can be dismantled and reconstructed, and a construction method for the internal wall structure.

建物の内部壁の従来工法として一般的なものは、鋼製下地材(軽鉄下地材)を縦横に組んだ後、この下地組体に石膏ボード等の面材をビス止めするという工法であり、最も安価に内部壁を構築できる。この場合、前記面材上に、壁紙、クロス、化粧板等の仕上げ材を貼って内部壁が仕上げられる。
特開2001−182200 特開2002−106093
A common construction method for the internal walls of a building is a method in which a steel base material (light iron base material) is assembled vertically and horizontally, and then a face material such as gypsum board is screwed to this foundation assembly. The inner wall can be built at the lowest cost. In this case, the inner wall is finished by applying a finishing material such as wallpaper, cloth, or decorative plate on the face material.
JP 2001-182200 A JP2002-106093

しかし、上記した工法により構築された内部壁の場合、その構成部材を内部壁として再利用しようとしても、再利用可能に解体することが困難である。すなわち、例えば、面材となる石膏ボードからビスを取り外し、下地組体を分解して鋼製下地材(軽鉄下地材)を再利用することは可能であるが、非常に手間を要してしまう。そのため、壁面を構成する資材の一部としての再利用は想定できても、全部材を内部壁として再利用するのは現実的ではない。   However, in the case of the internal wall constructed by the above-described construction method, it is difficult to disassemble the component so that the component can be reused even if it is intended to be reused as the internal wall. That is, for example, it is possible to remove screws from the gypsum board used as a face material, disassemble the base assembly, and reuse the steel base material (light iron base material), but this is very laborious. End up. Therefore, even if reuse as a part of the material constituting the wall surface can be assumed, it is not realistic to reuse all members as internal walls.

また、解体・再利用を想定した壁構造として、パーティション等の後付けの間仕切り壁を用いるものが知られているが、壁面パネルとしては非常に高価な製品であり、部材として運搬する際の輸送費も加わるため、コスト面の観点から上記壁構造からの置き換えが困難である。   In addition, as wall structures that are assumed to be dismantled and reused, those that use partition walls attached later such as partitions are known, but they are very expensive products as wall panels, and transportation costs when transporting them as members Therefore, it is difficult to replace the wall structure from the viewpoint of cost.

この発明の目的は、解体・再構築が容易な建物の内部壁構造およびその施工方法を提供することである。   An object of the present invention is to provide an internal wall structure of a building that can be easily disassembled and reconstructed, and a construction method thereof.

この発明の建物の内部壁構造は、下辺横枠材、上辺横枠材、およびこれら下辺横枠材と上辺横枠材間に渡って組まれた縦枠材を含む鋼製の壁下地枠組体と、この壁下地枠組体の下辺横枠材を建物の床上に固定する複数の下固定金物と、前記壁下地枠組体の上方に沿って延びて建物の躯体に設置された内部壁上辺支持材と、この内部壁上辺支持材に所定の隙間を介して取付けられて前記壁下地枠組体の上辺を固定した上固定金物と、前記壁下地枠組体に張られた面材とを含むものである。上記各枠材には、例えば軽鉄、すなわち軽量鉄骨製の枠材が使用される。
この構成によると、最初の構築時は、個々の枠材等を現場で順に組み立てて内部壁を構築することができ、また構築された状態では、壁下地枠組体と面材とで壁面パネルが構成される。構築後の解体時には、下固定金物から壁下地枠組体の下辺を取り外し、内部壁上辺支持材から上固定金物を取り外し、さらに上固定金物から壁下地枠組体の上辺を取り外すことで、壁下地枠組体と面材からなる壁面パネルを取り出すことができる。このため、容易に内部壁構造を分解できる。また、この取り外した壁面パネルは、その状態で保管・運搬して、再構築時は、壁面パネルの状態で躯体に設置することができ、再構築時には、各枠材を1本ずつ現場組みすることが不要となる。そのため、解体・再構築が容易に行える。なお、解体時に、壁面パネルの状態ではなく、壁下地枠組体から面材を外し、壁下地枠組体の状態で取り外し、この壁下地枠組体の状態で再構築に用いても良い。その場合も、再構築時には、各枠材を1本ずつ現場組みすることが不要で、解体・再構築を容易に行うことができる。
The internal wall structure of the building of the present invention is a steel wall base frame assembly including a lower side frame member, an upper side frame member, and a vertical frame member formed between the lower side frame member and the upper side frame member. And a plurality of lower fixing hardware for fixing the lower side frame member of the wall base frame assembly on the floor of the building, and an inner wall upper side support member that extends along the upper side of the wall base frame assembly and is installed in the building frame And an upper fixed hardware that is attached to the inner wall upper side support member through a predetermined gap and fixes the upper side of the wall base frame assembly, and a face material stretched on the wall base frame assembly. For each frame material, for example, light iron, that is, a light steel frame material is used.
According to this configuration, at the time of the first construction, individual frame members and the like can be assembled on the site in order to construct the inner wall. In the constructed state, the wall panel is composed of the wall base frame assembly and the face material. Composed. At the time of dismantling after construction, remove the bottom side of the wall base frame assembly from the bottom fixed bracket, remove the top fixed bracket from the inner wall upper support, and then remove the top side of the wall base frame assembly from the top fixed bracket. A wall panel made of body and face material can be taken out. For this reason, an internal wall structure can be decomposed | disassembled easily. In addition, the removed wall panel can be stored and transported in that state, and can be installed on the chassis in the state of the wall panel when reconstructing. At the time of reconstruction, each frame member is assembled on site one by one. Is no longer necessary. Therefore, disassembly and reconstruction can be performed easily. At the time of disassembly, the face material may be removed from the wall base frame assembly instead of the wall panel state, removed in the wall base frame assembly state, and used for reconstruction in the wall base frame assembly state. Even in this case, it is not necessary to assemble each frame material one by one at the time of reconstruction, and disassembly and reconstruction can be easily performed.

この発明において、前記下固定金物が、下辺横枠材が嵌合する上向き溝形に形成され、かつこの下固定金物が、この上向き溝形の下固定金物の底片および一方の立片を構成する断面L字状の下固定金物本体と、他方の立片となる平板状の分解用片と、これら下固定金物本体の底片の先端および分解用片に設けられたピン結合用筒部に渡って挿入されて下固定金物本体と分解用片とを結合する結合ピンとでなるものとしても良い。
この構成の場合、下固定金物本体と分解用片を結合する結合ピンをピン結合用筒部から抜き、下固定金物本体から分解用片を取り外すことにより、下固定金物から壁下地枠組体の下辺を容易に取り外すことができる。
In the present invention, the lower fixed hardware is formed in an upward groove shape into which the lower frame member is fitted, and the lower fixed metal constitutes a bottom piece and one standing piece of the upward fixed groove shape. Over the lower fixed metal body having an L-shaped cross section, a flat plate-shaped disassembling piece as the other standing piece, and a pin coupling tube provided on the tip of the bottom piece of the lower fixed metal body and the disassembling piece It is good also as what consists of a coupling pin inserted and couple | bonding a lower fixed metal main body and a disassembly piece.
In this configuration, the lower pin of the wall base frame assembly is removed from the lower fixed hardware by removing the connecting pin that connects the lower fixed hardware main body and the disassembling piece from the pin connecting cylinder and removing the disassembling piece from the lower fixed hardware main body. Can be easily removed.

この発明において、前記壁下地枠組体が、同一平面上に並べて複数設けられ、これら複数の壁下地枠組体のうちのいずれかが、隣の壁下地枠組体よりも狭く形成されかつ隣の壁下地枠組体から離れて配置され、上記狭く形成された壁下地枠組体に張られた面材が、隣の壁下地枠組体の前面まで延びたものであっても良い。
この構成の場合、構築時あるいは再構築時に、幅が狭く形成された壁下地枠組体と隣の壁下地枠組体との離間距離を微調整できる。そのため、建物躯体の柱間や各壁間等の寸法誤差を吸収して内部壁の構築が行える。
In the present invention, a plurality of the wall base frame assemblies are provided side by side on the same plane, and any one of the plurality of wall base frame assemblies is formed narrower than the adjacent wall base frame assembly and the adjacent wall base The face material disposed away from the frame assembly and stretched on the narrow wall base frame assembly may extend to the front surface of the adjacent wall base frame assembly.
In the case of this configuration, the distance between the wall base frame assembly having a narrow width and the adjacent wall base frame assembly can be finely adjusted during construction or reconstruction. Therefore, the internal wall can be constructed by absorbing dimensional errors between the columns of the building frame and between the walls.

この発明において、前記面材が、前記壁下地枠組体に対して面ファスナで貼り付けられたものであっても良い。面ファスナを用いた場合、面材の着脱が容易で、解体および再利用をより一層容易に行うことができる。   In this invention, the face material may be affixed to the wall base frame assembly with a surface fastener. When the surface fastener is used, the face material can be easily attached and detached, and disassembly and reuse can be performed more easily.

この発明の建物の内部壁構造の施工方法は、建物の床上に、内部壁構築予定箇所に沿って複数の下固定金物を配列状態に取付ける過程と、建物内の天井部に内部壁構築予定箇所に沿って延びる内部壁上辺支持材を建物の躯体に設置する過程と、内部壁の下辺横枠材を前記複数の下固定金物に取付け、前記下辺横枠材に対して上方に位置する上辺横枠材、およびこれら下辺横枠材と上辺横枠材間に渡る縦枠材を互いに組んで、これら下辺横枠材、上辺横枠材、および縦枠材を含む構成の壁下地枠組体を組み立てる過程と、この組み立てられた壁下地枠組体の上辺を、前記内部壁上辺支持材の下方に所定の隙間を介して取付けられる上固定金物により、前記内部壁上辺支持材に固定する過程と、前記壁下地枠組体に面材を張る過程とを含む方法である。前記各枠材には、例えば軽鉄製の枠材等が使用される。
この施工方法によると、最初の構築時は、個々の枠材等を現場で順に組み立てて内部壁を構築することができ、また構築された状態では、壁下地枠組体と面材とで壁面パネルが構成される。構築後の解体時には、下固定金物から壁下地枠組体の下辺を取り外し、内部壁上辺支持材から上固定金物を取り外し、さらに上固定金物から壁下地枠組体の上辺を取り外すことで、壁下地枠組体と面材からなる壁面パネルを取り出すことができる。このため、容易に内部壁構造を分解できる。また、この取り外した壁面パネルは、その状態で保管・運搬して、再構築時は、壁面パネルの状態で躯体に設置することができ、再構築時には、各枠材を1本ずつ現場組みすることが不要となる。そのため、解体・再構築が容易に行える。なお、解体時に、壁面パネルの状態ではなく、壁下地枠組体から面材を外し、壁下地枠組体の状態で取り外し、この壁下地枠組体の状態で再構築に用いても良い。その場合も、再構築時には、各枠材を1本ずつ現場組みすることが不要で、解体・再構築を容易に行うことができる。このように、解体・再利用可能な内部壁構造を容易に構築することができる。
The construction method of the internal wall structure of the building according to the present invention includes a process of mounting a plurality of lower fixed hardware in an aligned state along the internal wall construction planned location on the floor of the building, and an internal wall construction planned location on the ceiling in the building The inner wall upper side support member extending along the inner wall is installed in the building frame, and the lower side frame material of the inner wall is attached to the plurality of lower fixed hardware, and the upper side side located above the lower side frame material The frame material and the vertical frame material extending between the lower side frame material and the upper side frame material are assembled together to assemble a wall base frame assembly including the lower side frame material, the upper side horizontal frame material, and the vertical frame material. Fixing the upper side of the assembled wall base frame assembly to the inner wall upper side support member with an upper fixing hardware attached via a predetermined gap below the inner wall upper side support member; and Including a process of applying a face material to a wall base frame That. For each frame material, for example, a light iron frame material or the like is used.
According to this construction method, at the time of the first construction, individual frame materials can be assembled in order on the site to construct the inner wall, and in the constructed state, the wall panel is composed of the wall base frame assembly and the face material. Is configured. At the time of dismantling after construction, remove the bottom side of the wall base frame assembly from the bottom fixed bracket, remove the top fixed bracket from the inner wall upper support, and then remove the top side of the wall base frame assembly from the top fixed bracket. A wall panel made of body and face material can be taken out. For this reason, an internal wall structure can be decomposed | disassembled easily. In addition, the removed wall panel can be stored and transported in that state, and can be installed on the chassis in the state of the wall panel when reconstructing. At the time of reconstruction, each frame member is assembled on site one by one. Is no longer necessary. Therefore, disassembly and reconstruction can be performed easily. At the time of disassembly, the face material may be removed from the wall base frame assembly instead of the wall panel state, removed in the wall base frame assembly state, and used for reconstruction in the wall base frame assembly state. Even in this case, it is not necessary to assemble each frame material one by one at the time of reconstruction, and disassembly and reconstruction can be easily performed. In this way, an internal wall structure that can be disassembled and reused can be easily constructed.

この発明において、前記壁下地枠組体を、同一平面上に並べて複数設け、これら複数の壁下地枠組体のうちのいずれかを、隣の壁下地枠組体よりも狭く形成されかつ隣の壁下地枠組体から離れて配置し、上記狭く形成された壁下地枠組体に張られた面材が、隣の壁下地枠組体の前面まで延びたものとしても良い。
このように構成した場合、構築時あるいは再構築時に、幅が狭く形成された壁下地枠組体と隣の壁下地枠組体との離間距離を微調整できる。そのため、建物躯体の柱間や各壁間等の寸法誤差を吸収して構築が内部壁の構築が行える。
In the present invention, a plurality of the wall base frame assemblies are provided side by side on the same plane, and any one of the plurality of wall base frame assemblies is formed to be narrower than the adjacent wall base frame assembly and the adjacent wall base frame assembly. The face material placed away from the body and stretched on the narrow wall base frame assembly may extend to the front surface of the adjacent wall base frame assembly.
When configured in this way, the separation distance between the wall base frame assembly having a narrow width and the adjacent wall base frame assembly can be finely adjusted during construction or reconstruction. Therefore, it is possible to build the internal wall by absorbing the dimensional error between the columns of the building frame and between the walls.

この発明において、前記面材を、前記壁下地枠組体に対して面ファスナで貼り付けるものとしても良い。面ファスナを用いた場合、壁下地枠組体への面材の張付け、および解体時における壁下地枠組体からの面材の取り外しが容易になる。   In the present invention, the face material may be attached to the wall base frame assembly with a surface fastener. When the face fastener is used, it becomes easy to attach the face material to the wall base frame assembly and to remove the face material from the wall base frame assembly at the time of dismantling.

この発明の建物の内部壁構造は、下辺横枠材、上辺横枠材、およびこれら下辺横枠材と上辺横枠材間に渡って組まれた縦枠材を含む鋼製の壁下地枠組体と、この壁下地枠組体の下辺横枠材を建物の床上に固定する複数の下固定金物と、前記壁下地枠組体の上方に沿って延びて建物の躯体に設置された内部壁上辺支持材と、この内部壁上辺支持材に所定の隙間を介して取付けられて前記壁下地枠組体の上辺を固定した上固定金物と、前記壁下地枠組体に張られた面材とを含むものとしたため、建物の内部壁を解体・再構築することが容易となる。
この発明の建物の内部壁構造の施工方法は、建物の床上に、内部壁構築予定箇所に沿って複数の下固定金物を配列状態に取付ける過程と、建物内の天井部に内部壁構築予定箇所に沿って延びる内部壁上辺支持材を建物の躯体に設置する過程と、内部壁の下辺横枠材を前記複数の下固定金物に取付け、前記下辺横枠材に対して上方に位置する上辺横枠材、およびこれら下辺横枠材と上辺横枠材間に渡る縦枠材を互いに組んで、これら下辺横枠材、上辺横枠材、および縦枠材を含む鋼製の壁下地枠組体を組み立てる過程と、この組み立てられた壁下地枠組体の上辺を、前記内部壁上辺支持材の下方に所定の隙間を介して取付けられる上固定金物により、前記内部壁上辺支持材に固定する過程と、前記壁下地枠組体に面材を張る過程とを含むものとしたため、建物の内部壁を解体可能に容易に構築することができる。
The internal wall structure of the building of the present invention is a steel wall base frame assembly including a lower side frame member, an upper side frame member, and a vertical frame member formed between the lower side frame member and the upper side frame member. And a plurality of lower fixing hardware for fixing the lower side frame member of the wall base frame assembly on the floor of the building, and an inner wall upper side support member that extends along the upper side of the wall base frame assembly and is installed in the building frame And an upper fixed hardware that is attached to the inner wall upper side support member through a predetermined gap and fixes the upper side of the wall base frame assembly, and a face material stretched on the wall base frame assembly. It will be easy to dismantle and reconstruct the internal walls of the building.
The construction method of the internal wall structure of the building according to the present invention includes a process of mounting a plurality of lower fixed hardware in an aligned state along the internal wall construction planned location on the floor of the building, and an internal wall construction planned location on the ceiling in the building The inner wall upper side support member extending along the inner wall is installed in the building frame, and the lower side frame material of the inner wall is attached to the plurality of lower fixed hardware, and the upper side side located above the lower side frame material A frame material, and a vertical frame material extending between the lower side horizontal frame material and the upper side horizontal frame material are assembled together to form a steel wall base frame assembly including the lower side horizontal frame material, the upper side horizontal frame material, and the vertical frame material. A process of assembling, and a process of fixing the upper side of the assembled wall base frame assembly to the inner wall upper side support member by an upper fixing hardware attached via a predetermined gap below the inner wall upper side support member; Including a process of applying a face material to the wall foundation frame assembly; And therefore, it is possible to build an internal wall of a building demolition can easily.

この発明の第1の実施形態を図1ないし図11と共に説明する。図1は、この実施形態の建物の内部壁構造の斜視図を示す。この内部壁構造は、鋼製の壁下地枠組体1と、複数の下固定金物2と、内部壁上辺支持材3と、上固定金物4と、面材5とを組み合わせて構成される。壁下地枠組体1は、同一平面上に並べて複数設けられる。   A first embodiment of the present invention will be described with reference to FIGS. FIG. 1 shows a perspective view of the internal wall structure of the building of this embodiment. This internal wall structure is configured by combining a steel wall base frame assembly 1, a plurality of lower fixed hardware 2, an inner wall upper side support material 3, an upper fixed hardware 4, and a face material 5. A plurality of wall base frame assemblies 1 are provided side by side on the same plane.

壁下地枠組体1は、下辺横枠材6と、上辺横枠材7と、これら下辺横枠材6と上辺横枠7間に渡って組まれた複数本の縦枠材8とでなる。この壁下地枠組体1の両面に面材5が張られて壁面パネル10が構成される。隣り合う壁面パネル10における面材5,5間には目地となる隙間Yが設けられる。
壁下地枠組体1を上記各枠材6〜8は、例えば軽鉄(すなわち鋼板のプレス加工品からなる鉄骨である軽量鉄骨)製のものが使用される。このうち、下辺横枠材6と上辺横枠材7とは、例えば溝形のものとされる。縦枠材8は、溝形やリップ溝形、または角パイプ状のものとされる。縦枠材8は、溝形の下辺横枠材6と上辺横枠材7とに両端が嵌合させられ、その嵌合部分が、下辺横枠材6および上辺横枠材7にドリル付きタッピングビス等の固着具(図示せず)で接合される。面材5は、石膏ボード等からなり、例えばドリル付きタッピングビス等の固着具(図示せず)で壁下地枠組体1の各枠材6〜8に接合される。
The wall base frame assembly 1 includes a lower side frame member 6, an upper side frame member 7, and a plurality of vertical frame members 8 assembled between the lower side frame member 6 and the upper side frame 7. A wall panel 10 is configured by stretching the face material 5 on both surfaces of the wall base frame assembly 1. A gap Y serving as a joint is provided between the face members 5 and 5 in the adjacent wall panels 10.
As the above-mentioned frame members 6 to 8 for the wall base frame assembly 1, for example, those made of light iron (that is, a light steel frame which is a steel frame made of a pressed product of a steel plate) are used. Among these, the lower side frame member 6 and the upper side frame member 7 are, for example, groove-shaped. The vertical frame member 8 has a groove shape, a lip groove shape, or a square pipe shape. Both ends of the vertical frame member 8 are fitted into the groove-shaped lower side frame member 6 and the upper side frame member 7, and the fitting portion is tapped with a drill on the lower side frame member 6 and the upper side frame member 7. They are joined by a fixing tool (not shown) such as a screw. The face material 5 is made of gypsum board or the like, and is joined to each frame material 6 to 8 of the wall base frame assembly 1 by a fixing tool (not shown) such as a tapping screw with a drill, for example.

下固定金物2は、図1のD部,E部,F部を拡大して示す図5,図6,図7のように、前記壁下地枠組体1の下辺横枠材6を建物の床スラブ9上に固定する金物である。この下固定金物2は、図8のように、前記下辺横枠材6が嵌合する上向き溝形に形成され、図示しないドリル付きタッピングビス等の固着具で床スラブ9上に固定される。下固定金物2は、図8(A)のように、上向き溝形の底片21aおよび一方の立片21bを構成する断面L字状の下固定金物本体21と、他方の立片となる平板状の分解用片22と、これら下固定金物本体21と分解用片22とを連結する結合ピン23とでなる。下固定金物本体21および分解用片22は、それぞれ鋼板のプレス加工品からなる。下固定金物本体21の底片21a先端、および分解用片22にはピン結合用筒部24,25がそれぞれ一体に設けられる。これら両方のピン結合用筒部24,25に渡って前記結合ピン23が挿通されることで、下固定金物本体21と分解用片22とが図8(B)のように結合される。
下固定金物本体21の底片21aには、下固定金物2を床スラブ9上に固定する前記ビスの頭部が下辺横枠材6と干渉しないように、凹凸部21aa,21abが設けられている。この下固定金物2に壁下地枠組体1の下辺を嵌合させ、ビス13で壁下地枠組体1の下辺を下固定金物2に固定することにより、壁下地枠組体1の下辺横枠材6が下固定金物2を介して床スラブ9上に固定される。
As shown in FIGS. 5, 6, and 7, the lower fixed hardware 2 is an enlarged view of D, E, and F in FIG. 1. It is a hardware fixed on the slab 9. As shown in FIG. 8, the lower fixed hardware 2 is formed in an upward groove shape into which the lower side frame member 6 is fitted, and is fixed on the floor slab 9 with a fixing tool such as a tapping screw with a drill (not shown). As shown in FIG. 8 (A), the lower fixed hardware 2 has a bottom fixed metal body 21 having an L-shaped cross section that constitutes an upward groove-shaped bottom piece 21a and one upright piece 21b, and a flat plate shape serving as the other upright piece. And a connecting pin 23 for connecting the lower fixed hardware main body 21 and the disassembling piece 22 to each other. The lower fixed hardware main body 21 and the disassembling piece 22 are each formed by pressing a steel plate. Pin coupling cylinder portions 24 and 25 are integrally provided on the tip of the bottom piece 21a of the lower fixed metal body 21 and the disassembly piece 22, respectively. By inserting the coupling pin 23 over both of these pin coupling cylinders 24, 25, the lower fixed hardware body 21 and the disassembly piece 22 are coupled as shown in FIG. 8B.
The bottom piece 21a of the lower fixed hardware main body 21 is provided with uneven portions 21aa and 21ab so that the heads of the screws for fixing the lower fixed hardware 2 on the floor slab 9 do not interfere with the lower side frame member 6. . By fitting the lower side of the wall base frame assembly 1 to the lower fixed hardware 2 and fixing the lower side of the wall base frame assembly 1 to the lower fixed hardware 2 with screws 13, the lower side frame member 6 of the wall base frame assembly 1 is secured. Is fixed on the floor slab 9 via the lower fixed hardware 2.

内部壁上辺支持材3は、例えば軽鉄等の溝形鋼からなり、前記壁下地枠組体1の上方に沿って水平に延びて、建物の躯体に設置される。具体的には、内部壁上辺支持材3は、図1のC部を拡大して示す図4のように、内部壁上辺支持材3に対して直交する方向に水平に延びて配置される天井吊り材26に、ボルト27で固定される。天井吊り材26は、図9のようにハンガー28および吊りボルト29を介して建物の躯体である天井スラブ30に支持される。天井吊り材26は、例えば軽鉄等の溝形鋼からなる。   The inner wall upper side support member 3 is made of, for example, grooved steel such as light iron, extends horizontally along the upper side of the wall base frame assembly 1, and is installed in a building frame. Specifically, the inner wall upper side support member 3 is a ceiling that extends horizontally in a direction orthogonal to the inner wall upper side support member 3 as shown in FIG. The suspension member 26 is fixed with bolts 27. As shown in FIG. 9, the ceiling suspension member 26 is supported by a ceiling slab 30 that is a building frame via a hanger 28 and a suspension bolt 29. The ceiling suspension member 26 is made of channel steel such as light iron.

上固定金物4は、前記内部壁上辺支持部材3に所定の隙間を介して取付けられて前記壁下地枠組体1の上辺を固定する金物であり、壁下地枠組体1の上辺に嵌合する下向き溝形とされている。上記所定の隙間は、例えば、前記溝形の下固定金物2の内部の深さと同等かまたはこの深さよりも大きな隙間とされる。この上固定金物4は、図1のA部およびB部を拡大して示す図2および図3のように、ボルト11で内部壁上辺支持部材3に取付けられる。この上固定金物4に壁下地枠組体1の上辺を嵌合させ、ビス12で壁下地枠組体1の上辺を上固定金物4に固定することにより、壁下地枠組体1の上辺が上固定金物4を介して内部壁上辺支持部材3に固定される。   The upper fixed hardware 4 is a hardware that is attached to the inner wall upper side support member 3 via a predetermined gap and fixes the upper side of the wall base frame assembly 1 and is downwardly fitted to the upper side of the wall base frame assembly 1. It is a groove shape. The predetermined gap is, for example, a gap that is equal to or greater than the depth of the inside of the groove-shaped lower fixed hardware 2. The upper fixed hardware 4 is attached to the inner wall upper side support member 3 with bolts 11 as shown in FIGS. 2 and 3 in which the A part and the B part in FIG. 1 are enlarged. The upper side of the wall base frame assembly 1 is fitted to the upper base metal frame 1 and the upper side of the wall base frame frame 1 is fixed to the upper base metal fixture 4 with screws 12. The inner wall upper side support member 3 is fixed via 4.

この構成の建物の内部壁構造の施工方法を、図10を参照して以下に説明する。
先ず、図10(A)のように、建物の床スラブ9上の内部壁構築予定箇所に墨出しし、その墨位置に沿って配列状態に複数の下固定金物2を床スラブ9上にビス止めする。この後、建物内の天井部に内部壁構築予定箇所に沿って延びるように内部壁上辺支持材3を配置し、この内部壁上辺支持材3を建物の躯体に設置する。建物の躯体への内部壁上辺支持材3の設置は、この例では、図9のように内部壁上辺支持材3と直交する水平方向に延びて配置された天井吊り材26に、内部壁上辺支持材3をボルト27で固定することにより行う。天井吊り材26は、ハンガー28(図9)および吊りボルト29を介して天井スラブ30に支持される
A construction method of the internal wall structure of the building having this configuration will be described below with reference to FIG.
First, as shown in FIG. 10 (A), ink is drawn out at a place where an internal wall is to be constructed on the floor slab 9 of the building, and a plurality of lower fixed hardware 2 is arranged on the floor slab 9 in an aligned state along the black position. Stop. Thereafter, the inner wall upper side support member 3 is arranged on the ceiling portion in the building so as to extend along the planned location of the inner wall, and the inner wall upper side support member 3 is installed in the building frame. In this example, the inner wall upper side support member 3 is installed on the building frame in the ceiling suspension member 26 extending in the horizontal direction perpendicular to the inner wall upper side support member 3 as shown in FIG. This is done by fixing the support 3 with bolts 27. The ceiling suspension member 26 is supported by the ceiling slab 30 via the hanger 28 (FIG. 9) and the suspension bolt 29.

次に、図10(B)のように、壁下地枠組体1の構成部材である下辺横枠材6を、前記複数の下固定金物2に取付ける。この下辺横枠材6に対し上方に位置する上辺横枠材7、およびこれら下辺横枠材6と上辺横枠材7間に渡る縦枠材8を、在来工法で互いに組んで、つまり前記嵌合およびドリル付きタッピングビスによる接合により組んで、これら下辺横枠材6、上辺横枠材7、および縦枠材8を含む壁下地枠組体1を組み立てる。   Next, as shown in FIG. 10B, the lower side frame member 6 that is a constituent member of the wall base frame assembly 1 is attached to the plurality of lower fixed hardware 2. The upper side frame member 7 positioned above the lower side frame member 6 and the vertical frame member 8 extending between the lower side frame member 6 and the upper side frame member 7 are assembled with each other by a conventional construction method. The wall base frame assembly 1 including these lower side horizontal frame member 6, upper side horizontal frame member 7, and vertical frame member 8 is assembled by assembling by fitting and joining with a tapping screw with a drill.

このようにして、図10(C)のように、組み立てられた壁下地枠組体1の上辺を、上固定金物4により内部壁上辺支持材3に固定する。具体的には、先ず上固定金物4を、図2〜図4のように所定の隙間を介して、内部壁上辺支持材3にボルト11で固定し、次に壁下地枠組体1の上辺をビス12で上固定金物4に固定する。
この後、図10(D)のように、前記壁下地枠組体1の両面に在来工法(例えばビス止め)で面材5を張って壁面パネル10を完成させる。壁面パネル10の下部は、下固定金物2や下辺横枠材6が隠れるように幅木で納める。仕上げ処理として前記面材5に化粧板等を貼る場合は、後述する解体・再利用が容易に行なえるように、面ファスナを活用するのが望ましい。
In this way, as shown in FIG. 10C, the upper side of the assembled wall base frame assembly 1 is fixed to the inner wall upper side support member 3 by the upper fixing hardware 4. Specifically, first, the upper fixed hardware 4 is fixed to the inner wall upper side support member 3 with a bolt 11 through a predetermined gap as shown in FIGS. 2 to 4, and then the upper side of the wall base frame assembly 1 is fixed. Fix to the upper fixed hardware 4 with screws 12.
After that, as shown in FIG. 10D, the wall panel 10 is completed by stretching the face material 5 on both surfaces of the wall base frame assembly 1 by a conventional method (for example, screwing). The lower part of the wall surface panel 10 is housed in a baseboard so that the lower fixed hardware 2 and the lower side frame material 6 are hidden. When a decorative board or the like is pasted on the face material 5 as a finishing process, it is desirable to use a hook-and-loop fastener so that disassembly and reuse described later can be easily performed.

図11は、図10のように施工された建物の内部壁構造の解体手順を示す。
この解体作業では、先ず壁面パネル10の面材5上に貼られた仕上げの化粧板、壁紙、クロス等を撤去する。この後、上固定金物4を内部壁上辺支持材3に対して取付けたボルト11を緩めて上固定金物4を、前記所定の隙間で上方へ逃がすことを可能としておいて、壁面パネル10を持ち上げ、壁面パネル10の下端を下固定金物2から上方へ抜け出させる。壁面パネル10が重い場合は、図11(A)のように、下固定金物2からビス13(図5〜図7)を外して、図11(A)のA1部での作業を示す図11(A2),(A3)のように、下固定金物本体21と分解用片22を結合する結合ピン23を抜き、下固定金物本体21から分解用片22を取り外す。
次に、図11(B)のように、上固定金物4からビス12(図2〜図4)を外して、上固定金物4を内部壁上辺支持材3に固定するボルト11(図2〜図4)を緩め、上固定金物4を内部壁上辺支持材3から取り外す。
次に、図11(C)のように、下固定金物2および上固定金物4による拘束から解放された壁面パネル10を手前に引き出す。これにより、内部壁構造を容易に解体できる。この後、壁面パネル10の単位で集積して搬出する。上記した解体と逆の手順で施工すれば、図1と同様の内部壁構造を再構築できる。なお、解体した壁面パネル10は、工場へ持ち帰って診断補修してから、再構築の施工現場へ搬入する。この場合も、下固定金物2として、下固定金物本体21と分解用片22を、図8のように結合ピン23で結合して上向き溝形に組み立てることで、壁面パネル10の位置精度を確保する。
FIG. 11 shows a disassembly procedure of the internal wall structure of the building constructed as shown in FIG.
In this dismantling work, first, the finished decorative board, wallpaper, cloth, etc., which are pasted on the face material 5 of the wall panel 10 are removed. After that, the bolt 11 which attached the upper fixing metal 4 to the inner wall upper side support member 3 is loosened to allow the upper fixing metal 4 to escape upward through the predetermined gap, and the wall panel 10 is lifted. Then, the lower end of the wall panel 10 is pulled out from the lower fixed hardware 2 upward. When the wall panel 10 is heavy, as shown in FIG. 11 (A), the screw 13 (FIGS. 5 to 7) is removed from the lower fixed hardware 2 and FIG. As in (A2) and (A3), the connecting pin 23 for connecting the lower fixed hardware body 21 and the disassembly piece 22 is removed, and the disassembly piece 22 is removed from the lower fixed hardware body 21.
Next, as shown in FIG. 11B, the screws 12 (FIGS. 2 to 4) are removed from the upper fixed hardware 4 to fix the upper fixed hardware 4 to the inner wall upper side support material 3 (FIGS. 2 to 2). 4) is loosened, and the upper fixed hardware 4 is removed from the inner wall upper side support 3.
Next, as shown in FIG. 11C, the wall surface panel 10 released from the restraint by the lower fixed hardware 2 and the upper fixed hardware 4 is pulled out to the front. Thereby, the internal wall structure can be easily disassembled. Then, it accumulates and carries out in the unit of the wall surface panel 10. FIG. If construction is performed in the reverse order of the dismantling described above, the same internal wall structure as in FIG. 1 can be reconstructed. The dismantled wall panel 10 is brought back to the factory, diagnosed and repaired, and then transported to the reconstructed construction site. Also in this case, as the lower fixed hardware 2, the lower fixed hardware main body 21 and the disassembling piece 22 are assembled with the connecting pin 23 as shown in FIG. To do.

図12は、この発明の他の実施形態を示す。この実施形態の内部壁構造では、図12(C)に正面図で示すように、同一平面上に並べて複数設けられる壁下地枠組体1のうちのいずれかが、隣の壁下地枠組体1よりも狭く形成され、かつ隣の壁下地枠組体1から離れて配置される。ここでは、これら壁下地枠組体1の片面に面材5を張って壁面パネル10が構成されるが、図12(A),(B)に平面図および正面図で示すように、狭く形成された壁下地枠組体1に張られた面材5は、隣の壁下地枠組体1の前面まで延ばされている。
また、この実施形態では、壁仕上げの化粧板となるアルミパネル等の比較的強度のある板材を前記面材5として前記壁下地枠組体1に直張りすることで、面材5を化粧板に兼用している。すなわち、壁下地枠組体1を壁面パネルとして捉え、その片面に化粧板となる面材5を直張りしている。この場合、化粧板を兼ねる面材5を、面ファスナ14,15を介して壁下地枠組体1の縦枠材8の表面に貼り付けることで、解体・再利用ができるようにされている。壁下地枠組体1の下辺を下固定金物2を介して床スラブ9上に固定する構成、および壁下地枠組体1の上辺を上固定金物4を介して内部壁上辺支持材3に固定する構成は,図1の実施形態の場合と同様である。
この実施形態の場合、解体は、壁面パネル10の状態ではなく、壁下地枠組体1から面材5を取り外し、壁下地枠組体1の単独の状態で取り外し、この面材5の外された壁下地枠組体1の状態で、内部壁の再構築に用いる。
FIG. 12 shows another embodiment of the present invention. In the internal wall structure of this embodiment, as shown in the front view of FIG. 12C, any one of the plurality of wall foundation frame assemblies 1 arranged side by side on the same plane is more than the adjacent wall foundation frame assembly 1. Is also formed narrowly and is arranged away from the adjacent wall base frame assembly 1. Here, the wall panel 10 is formed by stretching the face material 5 on one side of the wall base frame assembly 1. However, as shown in the plan view and the front view in FIGS. The face material 5 stretched on the wall base frame assembly 1 is extended to the front surface of the adjacent wall base frame assembly 1.
Moreover, in this embodiment, the face material 5 is used as the decorative board by directly attaching the plate material having a relatively strong strength such as an aluminum panel as the decorative board for the wall finish to the wall base frame assembly 1 as the face material 5. I also use it. That is, the wall base frame assembly 1 is regarded as a wall panel, and a face material 5 serving as a decorative plate is directly stretched on one side thereof. In this case, the face material 5 also serving as a decorative plate is attached to the surface of the vertical frame material 8 of the wall base frame assembly 1 via the surface fasteners 14 and 15 so that the disassembly and reuse can be performed. A configuration in which the lower side of the wall base frame assembly 1 is fixed on the floor slab 9 via the lower fixed hardware 2, and a configuration in which the upper side of the wall base frame assembly 1 is fixed to the inner wall upper side support member 3 through the upper fixed hardware 4. Is the same as in the embodiment of FIG.
In the case of this embodiment, the dismantling is not the state of the wall surface panel 10, but the face material 5 is removed from the wall base frame assembly 1, and the wall base frame assembly 1 is detached alone, and the wall from which the face material 5 has been removed is removed. In the state of the base frame assembly 1, it is used to reconstruct the inner wall.

図13に示すように、2種類の面ファスナ14,15は組み合わせて使用され、一方の面ファスナ14は、基材14aの片面に多数の係合体14bを植設したものであり、その基材14aの背面が例えば壁下地枠組体1の縦枠材8の表面に貼り付けられる。他方の面ファスナ15は、基材15aの片面に前記係合体14bに係合可能な多数の被係合体15bを植設したものであり、その基材15aの背面が、面材5の裏面の前記縦枠材8の表面の面ファスナ14の貼付位置に対向する位置に貼り付けられる。面材5を壁下地枠組体1の表面に押し当てることにより、両面ファスナ14,15の係合体14bと被係合体15bが互いに係合して、壁下地枠組体1の表面に面材5が貼り付けられる。このように面ファスナ14,15を用いると、壁下地枠組体1への面材5の張付け、および解体時における壁下地枠組体1からの面材5の取り外しが容易になる。   As shown in FIG. 13, two types of surface fasteners 14 and 15 are used in combination, and one surface fastener 14 has a large number of engaging bodies 14b implanted on one surface of a base material 14a. The back surface of 14a is attached to the surface of the vertical frame member 8 of the wall base frame assembly 1, for example. The other surface fastener 15 is obtained by implanting a large number of engaged bodies 15b that can be engaged with the engaging bodies 14b on one surface of the base material 15a, and the back surface of the base material 15a is the back surface of the face material 5. It is affixed at a position opposite to the affixing position of the surface fastener 14 on the surface of the vertical frame member 8. By pressing the face material 5 against the surface of the wall base frame assembly 1, the engaging bodies 14 b of the double-sided fasteners 14 and 15 and the engaged body 15 b are engaged with each other, and the face material 5 is placed on the surface of the wall base frame assembly 1. It is pasted. When the surface fasteners 14 and 15 are used in this manner, the face material 5 can be easily attached to the wall base frame assembly 1 and can be easily detached from the wall base frame assembly 1 at the time of disassembly.

この内部壁構造によると、構築時あるいは再構築時に、幅が狭く形成された壁下地枠組体1と隣の壁下地枠組体1との離間距離Xを微調整でき、柱や壁等の建付け誤差を吸収することができる。また、アルミパネルのような軽量で仕上げ化粧板となる板材を面材5として用いているので、解体・再構築の施工性向上が可能となる。
なお、この実施形態の場合、壁下地枠組体1と面材5とでなる壁面パネル10が軽量となるため、壁面パネル10を手前に引き出す機構として、下固定金物2を、図8のような分解可能な構造とするのを省略でき、構成部品を簡略化できる。
According to this internal wall structure, at the time of construction or reconstruction, the separation distance X between the wall base frame assembly 1 formed narrow and the adjacent wall base frame assembly 1 can be finely adjusted, so that columns, walls, etc. can be installed. The error can be absorbed. Moreover, since the board | plate material used as a finishing decorative board lightweight like an aluminum panel is used as the face material 5, the workability improvement of disassembly and reconstruction is attained.
In the case of this embodiment, since the wall surface panel 10 composed of the wall base frame assembly 1 and the face material 5 is light, the lower fixed hardware 2 is used as a mechanism for pulling the wall panel 10 forward as shown in FIG. The structure which can be disassembled can be omitted, and the components can be simplified.

図14および図15は、この発明のさらに他の実施形態を示す。この実施形態は、図12の実施形態の内部壁構造において、図14(A)のように幅を狭く形成された壁下地枠組体1と隣の壁下地枠組体1とを、図14(B)のようにこれら両壁下地枠組体1,1間の離間距離が調整可能となるように、例えば溝形鋼からなる振れ止め部材16で連結している。具体的には、図15(A)のように隣り合う壁下地枠組体1,1の縦枠材8に、これら壁下地枠組体1の表面に沿う水平方向に向けて貫通する挿通孔17を設け、図15(B)のように隣り合う壁下地枠組体1,1に渡って前記各挿通孔17に振れ止め部材16を挿通させる。   14 and 15 show still another embodiment of the present invention. In this embodiment, in the internal wall structure of the embodiment of FIG. 12, the wall base frame assembly 1 and the adjacent wall base frame assembly 1 formed narrow as shown in FIG. As shown in FIG. 6, the two wall base frame assemblies 1 and 1 are connected by an anti-sway member 16 made of, for example, a grooved steel so that the distance between them can be adjusted. Specifically, as shown in FIG. 15 (A), through-holes 17 penetrating in the horizontal direction along the surfaces of the wall base frame assemblies 1 are provided in the vertical frame members 8 of the adjacent wall base frame assemblies 1 and 1. As shown in FIG. 15B, the steadying member 16 is inserted into the insertion holes 17 across the adjacent wall base frame assemblies 1 and 1.

このように、隣り合う壁下地枠組体1,1を振れ止め部材16で連結すると、隣り合う壁下地枠組体1,1の離間距離Xを調整可能としつつ、両壁下地枠組体1間でこれらの表面が同一平面に揃うように通り精度を確保することができる。   As described above, when the adjacent wall base frame assemblies 1 and 1 are connected by the steadying member 16, the separation distance X between the adjacent wall base frame assemblies 1 and 1 can be adjusted, and the two wall base frame assemblies 1 can be adjusted. The accuracy can be ensured so that the surfaces of the two are aligned on the same plane.

この発明の一実施形態に係る建物の内部壁構造を示す斜視図である。It is a perspective view which shows the internal wall structure of the building which concerns on one Embodiment of this invention. 図1におけるA部の拡大図である。It is an enlarged view of the A section in FIG. 図1におけるB部の拡大図である。It is an enlarged view of the B section in FIG. 図1におけるC部の拡大図である。It is an enlarged view of the C section in FIG. 図1におけるD部の拡大図である。It is an enlarged view of the D section in FIG. 図1におけるE部の拡大図である。It is an enlarged view of the E section in FIG. 図1におけるF部の拡大図である。It is an enlarged view of the F section in FIG. (A)は下固定金物の分解斜視図、(B)はその組み合わせ状態を示す斜視図である。(A) is an exploded perspective view of a lower fixed hardware, and (B) is a perspective view showing the combination state. 内部壁構造の側面図である。It is a side view of an internal wall structure. 同内壁部構造の施工手順を示す説明図である。It is explanatory drawing which shows the construction procedure of the same inner wall part structure. 同内部壁構造の解体手順を示す説明図である。It is explanatory drawing which shows the disassembly procedure of the same internal wall structure. (A)はこの発明の他の実施形態に係る建物の内部壁構造の水平断面図、(B)は同正面図、(C)は同内部壁構造の面材張付け前の状態を示す正面図である。(A) is a horizontal sectional view of an internal wall structure of a building according to another embodiment of the present invention, (B) is the same front view, and (C) is a front view showing a state before the face material is attached to the same internal wall structure. It is. 同内部壁構造における面ファスナによる接合部の分解平面図である。It is a decomposition | disassembly top view of the junction part by the surface fastener in the same internal wall structure. (A)はこの発明のさらに他の実施形態にかかる建物の内部壁構造の壁下地枠組体配列状態を示す水平断面図、(B)は同内部壁構造の面材張付け前の状態を示す水平断面図である。(A) is a horizontal sectional view showing a wall base frame assembly arrangement state of an internal wall structure of a building according to still another embodiment of the present invention, and (B) is a horizontal view showing a state of the internal wall structure before attaching a face material. It is sectional drawing. (A)は同内部壁構造における縦枠材の側面図、(B)は同内部壁構造における壁下地枠組体配列状態を示す斜視図である。(A) is a side view of the vertical frame member in the internal wall structure, and (B) is a perspective view showing a wall base frame assembly arrangement state in the internal wall structure.

符号の説明Explanation of symbols

1…壁下地枠組体
2…下固定金物
3…内部壁上辺支持材
4…上固定金物
5…面材
6…下辺横枠材
7…上辺横枠材
8…縦枠材
9…床スラブ
14,15…面ファスナ
21…下固定金物本体
21a…底片
21b…立片
22…分解用片
23…結合ピン
24,25…ピン結合用筒部
DESCRIPTION OF SYMBOLS 1 ... Wall base frame assembly 2 ... Lower fixed metal fitting 3 ... Inner wall upper side support material 4 ... Upper fixed metal fitting 5 ... Face material 6 ... Lower side horizontal frame material 7 ... Upper side horizontal frame material 8 ... Vertical frame material 9 ... Floor slab 14, DESCRIPTION OF SYMBOLS 15 ... Surface fastener 21 ... Lower fixed-metal body 21a ... Bottom piece 21b ... Standing piece 22 ... Disassembly piece 23 ... Connection pin 24, 25 ... Pin connection cylinder part

Claims (7)

下辺横枠材、上辺横枠材、およびこれら下辺横枠材と上辺横枠材間に渡って組まれた縦枠材を含む鋼製の壁下地枠組体と、この壁下地枠組体の下辺横枠材を建物の床上に固定する複数の下固定金物と、前記壁下地枠組体の上方に沿って延びて建物の躯体に設置された内部壁上辺支持材と、この内部壁上辺支持材に所定の隙間を介して取付けられて前記壁下地枠組体の上辺を固定した上固定金物と、前記壁下地枠組体に張られた面材とを含む建物の内部壁構造。   A steel wall base frame assembly including a lower side frame member, an upper side frame member, and a vertical frame member formed between the lower side frame member and the upper side frame member, and a lower side of the wall base frame assembly. A plurality of lower fixed hardware for fixing the frame material on the floor of the building, an inner wall upper side support member that extends along the upper side of the wall base frame assembly, and is installed in the building frame, and a predetermined value for the inner wall upper side support member An internal wall structure of a building, including an upper fixed hardware that is attached via a gap and fixes an upper side of the wall base frame assembly, and a face material stretched on the wall base frame assembly. 請求項1において、前記下固定金物が、下辺横枠材が嵌合する上向き溝形に形成され、かつこの下固定金物が、この上向き溝形の下固定金物の底片および一方の立片を構成する断面L字状の下固定金物本体と、他方の立片となる平板状の分解用片と、これら下固定金物本体の底片の先端および分解用片に設けられたピン結合用筒部に渡って挿入されて下固定金物本体と分解用片とを結合する結合ピンとでなる建物の内部壁構造。   2. The lower fixed hardware according to claim 1, wherein the lower fixed metal is formed in an upward groove shape into which the lower side frame member is fitted, and the lower fixed metal constitutes a bottom piece and one standing piece of the upward fixed groove shape. The lower fixed hardware body having an L-shaped cross section, the flat disassembling piece as the other standing piece, the tip of the bottom piece of the lower fixed hardware main body, and the pin coupling cylinder provided on the disassembling piece The internal wall structure of the building, which is composed of a connecting pin that is inserted into the lower fixed hardware body and the disassembly piece. 請求項1または請求項2において、前記壁下地枠組体が、同一平面上に並べて複数設けられ、これら複数の壁下地枠組体のうちのいずれかが、隣の壁下地枠組体よりも狭く形成されかつ隣の壁下地枠組体から離れて配置され、上記狭く形成された壁下地枠組体に張られた面材が、隣の壁下地枠組体の前面まで延びた建物の内部壁構造。   In Claim 1 or Claim 2, a plurality of the wall foundation frame assemblies are provided side by side on the same plane, and any one of the plurality of wall foundation frame assemblies is formed narrower than the adjacent wall foundation frame assembly. And the internal wall structure of the building where the face material which is arranged away from the adjacent wall base frame assembly and is stretched on the narrowly formed wall base frame assembly extends to the front surface of the adjacent wall base frame assembly. 請求項1ないし請求項3のいずれか1項において、前記面材が、前記壁下地枠組体に対して面ファスナで貼り付けられた建物の内部壁構造。   The internal wall structure of the building according to any one of claims 1 to 3, wherein the face material is attached to the wall base frame assembly with a surface fastener. 建物の床上に、内部壁構築予定箇所に沿って複数の下固定金物を配列状態に取付ける過程と、建物内の天井部に内部壁構築予定箇所に沿って延びる内部壁上辺支持材を建物の躯体に設置する過程と、内部壁の下辺横枠材を前記複数の下固定金物に取付け、前記下辺横枠材に対して上方に位置する上辺横枠材、およびこれら下辺横枠材と上辺横枠材間に渡る縦枠材を互いに組んで、これら下辺横枠材、上辺横枠材、および縦枠材を含む鋼製の壁下地枠組体を組み立てる過程と、この組み立てられた壁下地枠組体の上辺を、前記内部壁上辺支持材の下方に所定の隙間を介して取付けられる上固定金物により、前記内部壁上辺支持材に固定する過程と、前記壁下地枠組体に面材を張る過程とを含む建物の内部壁構造の施工方法。   On the floor of the building, a process of attaching a plurality of lower fixed hardware in an array state along the planned location of the internal wall, and a support for the upper side of the internal wall extending along the planned location of the internal wall on the ceiling of the building The upper side frame material located above the lower side horizontal frame material, and the lower side horizontal frame material and the upper side horizontal frame. A process of assembling the vertical frame members across the materials and assembling a steel wall base frame assembly including these lower side horizontal frame members, upper side horizontal frame members, and vertical frame members, and the assembled wall base frame assembly A process of fixing the upper side to the inner wall upper side support member with an upper fixing metal attached to the lower side of the inner wall upper side support member through a predetermined gap, and a process of applying a face material to the wall base frame assembly Construction method of the internal wall structure of the building including. 請求項5において、前記壁下地枠組体を、同一平面上に並べて複数設け、これら複数の壁下地枠組体のうちのいずれかを、隣の壁下地枠組体よりも狭く形成しかつ隣の壁下地枠組体から離れて配置し、上記狭く形成された壁下地枠組体に張られた面材が、隣の壁下地枠組体の前面まで延びた建物の内部壁構造の施工方法。   6. The wall base frame assembly according to claim 5, wherein a plurality of the wall base frame assemblies are arranged side by side on the same plane, and any one of the plurality of wall base frame assemblies is formed to be narrower than the adjacent wall base frame assembly and the adjacent wall base A method for constructing an internal wall structure of a building that is arranged away from a frame assembly and in which a face material stretched to the narrowly formed wall base frame assembly extends to the front surface of an adjacent wall base frame assembly. 請求項5または請求項6において、前記面材を、前記壁下地枠組体に対して面ファスナで貼り付ける建物の内部壁構造の施工方法。   7. The construction method for an internal wall structure of a building according to claim 5, wherein the face material is attached to the wall base frame assembly with a hook-and-loop fastener.
JP2007293149A 2007-11-12 2007-11-12 Internal wall structure of building and its construction method Expired - Fee Related JP5252888B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54127108A (en) * 1978-03-24 1979-10-02 Riyousan Gijiyutsu Kenkiyuushi Method of constituting wall
JPH03172432A (en) * 1989-11-30 1991-07-25 Nippon Glass Kenzai Kk Panel fixing structure
JPH0497045A (en) * 1990-08-13 1992-03-30 Misawa Homes Co Ltd Fixture of partition panel
JPH0790954A (en) * 1993-09-21 1995-04-04 Misawa Homes Co Ltd Wall structure of building
JPH0886033A (en) * 1994-09-19 1996-04-02 Misawa Homes Co Ltd Structure of partition wall
JP2001040803A (en) * 1999-07-30 2001-02-13 Sekisui Chem Co Ltd Wall structure and wall panel
JP2001123570A (en) * 1999-10-27 2001-05-08 Maeda Corp Mounting structure of interiorly finished partition wall in building
JP2002106093A (en) * 2000-09-27 2002-04-10 Daiwa House Ind Co Ltd Room partition wall structure
JP2003336341A (en) * 2002-05-23 2003-11-28 Matsushita Electric Works Ltd Mounting structure for partition wall
JP2006274698A (en) * 2005-03-30 2006-10-12 Fujita Corp Partition wall structure

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54127108A (en) * 1978-03-24 1979-10-02 Riyousan Gijiyutsu Kenkiyuushi Method of constituting wall
JPH03172432A (en) * 1989-11-30 1991-07-25 Nippon Glass Kenzai Kk Panel fixing structure
JPH0497045A (en) * 1990-08-13 1992-03-30 Misawa Homes Co Ltd Fixture of partition panel
JPH0790954A (en) * 1993-09-21 1995-04-04 Misawa Homes Co Ltd Wall structure of building
JPH0886033A (en) * 1994-09-19 1996-04-02 Misawa Homes Co Ltd Structure of partition wall
JP2001040803A (en) * 1999-07-30 2001-02-13 Sekisui Chem Co Ltd Wall structure and wall panel
JP2001123570A (en) * 1999-10-27 2001-05-08 Maeda Corp Mounting structure of interiorly finished partition wall in building
JP2002106093A (en) * 2000-09-27 2002-04-10 Daiwa House Ind Co Ltd Room partition wall structure
JP2003336341A (en) * 2002-05-23 2003-11-28 Matsushita Electric Works Ltd Mounting structure for partition wall
JP2006274698A (en) * 2005-03-30 2006-10-12 Fujita Corp Partition wall structure

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