JP2000336948A - Building material for reinforced concrete building and reconstructing method for reinforced concrete building - Google Patents

Building material for reinforced concrete building and reconstructing method for reinforced concrete building

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Publication number
JP2000336948A
JP2000336948A JP11152091A JP15209199A JP2000336948A JP 2000336948 A JP2000336948 A JP 2000336948A JP 11152091 A JP11152091 A JP 11152091A JP 15209199 A JP15209199 A JP 15209199A JP 2000336948 A JP2000336948 A JP 2000336948A
Authority
JP
Japan
Prior art keywords
frame
panel
reinforced concrete
concrete building
ceiling
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP11152091A
Other languages
Japanese (ja)
Other versions
JP3243231B2 (en
Inventor
Isamu Oguchi
勇 大口
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SUNWOOD KANTO KK
Original Assignee
SUNWOOD KANTO KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by SUNWOOD KANTO KK filed Critical SUNWOOD KANTO KK
Priority to JP15209199A priority Critical patent/JP3243231B2/en
Publication of JP2000336948A publication Critical patent/JP2000336948A/en
Application granted granted Critical
Publication of JP3243231B2 publication Critical patent/JP3243231B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide the reconstructing method for a reinforced concrete building, which can be reconstructed easily, in which a reconstruction period can also be shortened and reconstruction cost of which is reduced. SOLUTION: An existing wall or the like is removed in the structure of the reinforced concrete building, and the structure is covered and formed by a heat-insulating material. A plurality of panel structure in specified size for a floor are spread all over the floor, connecting by splines, and a floor structure covering a floor face is formed. A plurality of foundation panels in specified size are hung down and supported from a ceiling, and piping and wiring are conducted properly. Ceiling panel structure in specified size are installed onto the underside of foundation panels, connecting by the splines, and a ceiling structure covering a ceiling is formed. A lower exterior- wall panel and an upper exterior-wall panel in specified size are abutted vertically, and abutting sections mutually communicated and opened are wired, and blocking plywood is mounted and both wall panels are connected, blocking an opening. A wall structure covering a wall surface is formed, connecting by the splines. Carrying-in and constructing are facilitated and workability is improved. Each panel can be formed in a factory.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、鉄筋コンクリート
建造物を改築するための鉄筋コンクリート建造物用の建
材および鉄筋コンクリート建造物の改築方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a building material for a reinforced concrete building for rebuilding a reinforced concrete building and a method for rebuilding a reinforced concrete building.

【0002】[0002]

【従来の技術】従来、例えばマンションやコーポラスな
どの鉄筋コンクリート製の中層あるいは高層の集合住宅
を建造する場合、クレーンなどを用いて居住空間を区分
けする大型のパネル構造体などの建材を引き上げ階層毎
に順次上方に建造している。
2. Description of the Related Art Conventionally, when building a middle-rise or high-rise apartment house made of reinforced concrete such as an apartment or a corpus, a crane or the like is used to raise a building material such as a large panel structure that divides a living space, and raises a building material for each floor. It is being built sequentially upward.

【0003】ところで、家族構成や生活環境の変化、居
住年数の経過などにより既に建造されたマンションやコ
ーポラスなどの鉄筋コンクリート建造物の一居住区分を
改築する場合、例えばクレーン車両にて建材を引き上げ
窓などを介して改築する居住区分に搬入したり、エレベ
ータを利用して建材を搬入しなければならないことか
ら、大型のパネル構造体などは使用できない。また、作
業空間が必要なことから、すべての建材を搬入すること
ができないので、改築進行状況に応じて適宜建材を搬入
する必要がある。そして、集合住宅などで既に他の居住
者が居住している場合には、資材の搬入の際に行う通行
の規制などを生じたり、樹木や他の既設建造物との関係
などにより、クレーン車両を用いた大掛かりな搬入は困
難である。
[0003] When renovating a residential section of a reinforced concrete building such as a condominium or a corpus that has already been built due to changes in the family structure, living environment, or the number of years of residence, for example, a crane vehicle is used to pull up building materials and use a window or the like. Therefore, large-sized panel structures cannot be used because the building must be brought into the living section to be renovated through the building or the building materials must be brought in using the elevator. In addition, since a work space is required, all building materials cannot be carried in. Therefore, it is necessary to carry in building materials appropriately according to the progress of remodeling. If another resident is already occupying a multi-family house or the like, traffic restrictions may be imposed when carrying in the materials, or the crane vehicle may be damaged due to the relationship with trees or other existing buildings. It is difficult to carry out large-scale transportation using the.

【0004】このことから、マンションやコーポラスな
どの鉄筋コンクリート建造物の居住空間を改築する場
合、従来は角材や板材などを搬入し、改築する居住区分
内で適宜角材や板材を加工して組み付け、床や天井、壁
を施工している。
[0004] From this, when renovating a living space of a reinforced concrete building such as an apartment or a corpus, conventionally, a square bar or a plate material is carried in, and the square bar or the plate material is appropriately processed and assembled in the living section to be remodeled, and the floor or the floor is assembled. Ceilings and walls are being constructed.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、上記従
来の角材や板材を加工して組み付ける施工方法では、改
築施工に技術を要する改築施工が煩雑で改築期間も長く
なり、改築コストも増大する問題がある。
However, the above-mentioned conventional construction method for processing and assembling a square material or a plate material involves a problem that the reconstruction work requiring technology for the reconstruction work is complicated, the reconstruction period is lengthened, and the reconstruction cost is increased. is there.

【0006】本発明は、上記問題点に鑑みなされたもの
で、改築が容易で改築期間も短縮でき改築コストが低減
する鉄筋コンクリート建造物用の建材および鉄筋コンク
リート建造物の改築方法を提供することを目的とする。
The present invention has been made in view of the above problems, and an object of the present invention is to provide a building material for a reinforced concrete building and a method of rebuilding the reinforced concrete building which can be easily remodeled, shorten the remodeling period, and reduce the remodeling cost. And

【0007】[0007]

【課題を解決するための手段】請求項1記載の鉄筋コン
クリート建造物用の建材は、角材が枠状に形成された枠
状物およびこの枠状物の少なくとも一面に取り付けられ
一辺から連続し一部を開口して閉塞する板材を備えた一
対のパネル構造体と、これらパネル構造体の前記板材に
て閉塞されない枠状物にそれぞれ開口を閉塞して取り付
けられ前記パネル構造体を連結する閉塞板とを具備した
ものである。
According to a first aspect of the present invention, there is provided a building material for a reinforced concrete building, in which a square member is formed in a frame shape, and the frame material is attached to at least one surface of the frame shape and is continuous from one side and partially continuous. A pair of panel structures provided with a plate member that opens and closes, and a closing plate that connects the panel structures attached to the frame members of these panel structures that are not closed by the plate members, respectively, by closing the openings. It is provided with.

【0008】そして、角材を枠状に形成した枠状物の少
なくとも一面に一辺に臨む一部を開口して板材を取り付
けた一対のパネル構造体を、板材にて閉塞されない枠状
物の各開口を閉塞して閉塞板を取り付けてパネル構造体
を連結するため、例えばエレベータに搬入可能な大きさ
にあらかじめパネル構造体を形成しておくことが可能
で、搬入が容易であるとともに現場での施工がパネル構
造体を連結するのみでよく、施工が容易で改築期間も短
縮して施工性が向上するとともに、同一形状のパネル構
造体を連結して施工することにより、パネル構造体の形
成も容易で、コストが低減する。
[0008] A pair of panel structures having a plate member attached by opening a part facing one side on at least one surface of the frame member in which the square member is formed in a frame shape are connected to each opening of the frame member not closed by the plate member. The panel structure is connected by connecting the panel structure by closing and closing the obstruction plate, for example, it is possible to form the panel structure in advance to a size that can be carried into the elevator, and it is easy to carry in and work on site It is only necessary to connect the panel structures, and the construction is easy and the renovation period is shortened to improve the workability, and the panel structures of the same shape are connected and constructed, so the panel structure can be easily formed Thus, the cost is reduced.

【0009】請求項2記載の鉄筋コンクリート建造物用
の建材は、請求項1記載の鉄筋コンクリート建造物用の
建材において、パネル構造体の一方は、枠状物の一面に
閉塞板にて閉塞される開口と反対側の一辺に臨む一部に
通気用開口部を開口し、前記通気用開口部を閉塞して取
り付けられ通気可能なスリットを開口する巾木を具備し
たものである。
According to a second aspect of the present invention, there is provided a building material for a reinforced concrete building according to the first aspect, wherein one of the panel structures is closed by a closing plate on one surface of the frame. And a base board that opens a ventilation opening in a part facing one side opposite to the side, and closes the ventilation opening to open a ventilation slit.

【0010】そして、一方のパネル構造体に、枠状物の
一面で閉塞板にて閉塞される開口と反対側の一辺に臨む
一部に通気用開口部を開口形成し、通気可能なスリット
を開口する巾木をパネル構造体の通気用開口部を閉塞し
て取り付けるため、改築後の居住空間内やパネル構造体
と鉄筋コンクリート建造物との間に湿気が隠って、かび
の発生やパネル構造体が朽ちて損傷するなどを防止す
る。
In one of the panel structures, a ventilation opening is formed in a part of one surface of the frame-shaped object facing one side opposite to the opening closed by the closing plate, and a ventilation slit is formed. Since the open baseboard is attached by closing the ventilation opening of the panel structure, moisture is hidden in the renovated living space and between the panel structure and the reinforced concrete building, causing mold generation and panel structure Prevents body decay and damage.

【0011】請求項3記載の鉄筋コンクリート建造物用
の建材は、角材が枠状に形成された枠状物およびこの枠
状物の少なくとも一面を閉塞する板材を備え、鉄筋コン
クリート建造物の床面を覆って複数敷き詰められるパネ
ル構造体を備えたものである。
According to a third aspect of the present invention, there is provided a building material for a reinforced concrete building, comprising a frame-like material in which a square member is formed in a frame shape, and a plate material for closing at least one surface of the frame-like material, and covering a floor surface of the reinforced concrete building. It is provided with a panel structure that can be laid multiple times.

【0012】そして、角材が枠状に形成された枠状物の
少なくとも一面が板材にて閉塞されたパネル構造体を、
鉄筋コンクリート建造物の床面を覆って複数敷き詰めて
施工するため、例えばエレベータに搬入可能な大きさに
あらかじめパネル構造体を形成しておくことが可能で、
搬入が容易であるとともに現場での施工がパネル構造体
を連結するのみでよく、施工が容易で改築期間も短縮し
て施工性が向上するとともに、同一形状のパネル構造体
を連結して施工することにより、パネル構造体の形成も
容易で、コストが低減する。
Then, a panel structure in which at least one surface of a frame-like material in which a square material is formed in a frame shape is closed by a plate material,
In order to cover the floor of the reinforced concrete building and to spread it and construct it, for example, it is possible to form a panel structure in advance to a size that can be carried into an elevator,
It is easy to carry in, and the construction on site only needs to connect the panel structures, and the construction is easy, the remodeling period is shortened and the workability is improved, and the panel structures of the same shape are connected and constructed. This facilitates the formation of the panel structure and reduces the cost.

【0013】請求項4記載の鉄筋コンクリート建造物用
の建材は、請求項3記載の鉄筋コンクリート建造物用の
建材において、パネル構造体の少なくとも四隅に取り付
けられ前記パネル構造体を鉄筋コンクリート建造物の床
面からの距離を可変可能に支持する支持脚を具備したも
のである。
According to a fourth aspect of the present invention, there is provided a building material for a reinforced concrete building according to the third aspect, wherein the panel structure is attached to at least four corners of the panel structure and the panel structure is moved from the floor of the reinforced concrete building. Is provided with a support leg for variably supporting the distance of.

【0014】そして、パネル構造体の少なくとも四隅に
取り付けた支持脚により、パネル構造体を鉄筋コンクリ
ート建造物の床面からの距離を可変可能に支持するた
め、鉄筋コンクリート建造物の床面が平滑でなくてもパ
ネル構造体を容易に水平を維持して施工可能となる。
Since the panel structure is variably supported from the floor surface of the reinforced concrete building by the support legs attached to at least four corners of the panel structure, the floor surface of the reinforced concrete building is not smooth. This also makes it possible to easily maintain the panel structure horizontally.

【0015】請求項5記載の鉄筋コンクリート建造物用
の建材は、角材が枠状に形成され鉄筋コンクリート建造
物の天井から吊り下げ支持される枠状体と、この枠状体
に取り付けられ、角材が枠状に形成された枠状物および
この枠状物の一面を閉塞する板材を備え前記鉄筋コンク
リート建造物の天井を覆うパネル構造体とを具備したも
のである。
According to a fifth aspect of the present invention, there is provided a building material for a reinforced concrete building, wherein the frame is formed in a frame shape and is suspended from a ceiling of the reinforced concrete building, and the frame is attached to the frame and the frame is attached to the frame. And a panel structure provided with a plate member for closing one surface of the frame-shaped object and covering a ceiling of the reinforced concrete building.

【0016】そして、角材が枠状に形成された枠状体を
鉄筋コンクリート建造物の天井から複数吊り下げ支持
し、これら複数の枠状体に角材が枠状に形成された枠状
物の一面を閉塞して板材を取り付けたパネル構造体を取
り付けて鉄筋コンクリート建造物の天井を覆うので、例
えばエレベータに搬入可能な大きさにあらかじめパネル
構造体を形成しておくことが可能で、搬入が容易である
とともに現場での施工がパネル構造体を連結するのみで
よく、施工が容易で改築期間も短縮して施工性が向上す
るとともに、同一形状のパネル構造体を連結して施工す
ることにより、パネル構造体の形成も容易で、コストが
低減する。
[0016] A plurality of frame members having the square members formed in a frame shape are suspended from the ceiling of the reinforced concrete building, and one surface of the frame member in which the square members are formed in the frame shape is mounted on the plurality of frame members. Since the ceiling of the reinforced concrete building is covered by attaching the panel structure to which the plate material is closed and attached, it is possible to form the panel structure in advance to a size that can be carried into an elevator, for example, and it is easy to carry in. At the same time, it is only necessary to connect the panel structures at the site, and the construction is easy and the renovation period is shortened, and the workability is improved, and by connecting the panel structures of the same shape, the panel structure Body formation is easy and costs are reduced.

【0017】請求項6記載の鉄筋コンクリート建造物用
の建材は、請求項1ないし5いずれか一記載の鉄筋コン
クリート建造物用の建材において、パネル構造体は、遮
音部材を備えたものである。
According to a sixth aspect of the present invention, there is provided a building material for a reinforced concrete building, wherein the panel structure is provided with a sound insulating member.

【0018】そして、パネル構造体に遮音部材を設けた
ため、パネル構造体を施工するのみで、遮音性および断
熱性が容易に得られる。
Since the sound insulation member is provided on the panel structure, sound insulation and heat insulation can be easily obtained only by installing the panel structure.

【0019】請求項7記載の鉄筋コンクリート建造物用
の建材は、請求項1ないし6いずれか一記載の鉄筋コン
クリート建造物用の建材において、枠状物は、隣接する
パネル構造体の枠状物を連結する連結部材が係合する凹
溝状の連結溝部を有したものである。
According to a seventh aspect of the present invention, there is provided a building material for a reinforced concrete building according to any one of the first to sixth aspects, wherein the frame-shaped object connects the frame-shaped objects of adjacent panel structures. Having a concave groove-shaped connecting groove portion with which the connecting member to be engaged is engaged.

【0020】そして、パネル構造体の枠状物に、隣接す
るパネル構造体の枠状物を連結する連結部材が係合する
凹溝状の連結溝部を設けるため、現場でのパネル構造体
の連結が容易で、施工性が向上する。
In order to provide a concave groove-shaped connecting groove for engaging a connecting member for connecting the frame members of the adjacent panel structures to the frame member of the panel structure, the connection of the panel structures at the site is performed. And the workability is improved.

【0021】請求項8記載の鉄筋コンクリート建造物用
の建材は、請求項1ないし7いずれか一記載の鉄筋コン
クリート建造物用の建材において、パネル構造体は、縦
寸法が最大で1800mm以下、横寸法が最大で900
mm以下の略長方形状であるものである。
[0021] The building material for a reinforced concrete building according to claim 8 is the building material for a reinforced concrete building according to any one of claims 1 to 7, wherein the panel structure has a maximum vertical dimension of 1800 mm or less and a horizontal dimension of 1800 mm or less. Up to 900
It has a substantially rectangular shape of not more than mm.

【0022】そして、縦寸法が最大で1800mm以
下、横寸法が最大で900mm以下の略長方形状にパネ
ル構造体を形成するため、例えばエレベータを用いた搬
入ができ、取扱が容易であるとともに、建造物の単位と
なる1800mmが最大の寸法であることから、既設の
鉄筋コンクリート建造物にパネル構造体を組み合わせて
連結する組み付け施工が容易で、施工性が向上する。
Since the panel structure is formed in a substantially rectangular shape having a maximum vertical dimension of 1800 mm or less and a maximum horizontal dimension of 900 mm or less, it can be carried in using, for example, an elevator, and is easy to handle. Since 1800 mm, which is the unit of the object, is the maximum dimension, it is easy to assemble and connect an existing reinforced concrete building with a panel structure, and the workability is improved.

【0023】請求項9記載の鉄筋コンクリート建造物の
改築方法は、鉄筋コンクリート建造物の既設の内壁部材
を除去して鉄筋コンクリート面を露出し、角材が枠状に
形成された枠状物およびこの枠状物の少なくとも一面を
閉塞する板材を備えた床用パネル構造体を前記鉄筋コン
クリート建造物の床面を覆って複数敷き詰めて、この床
用パネル構造体を敷き詰めた後に、角材が枠状に形成さ
れた枠状体を前記鉄筋コンクリート建造物の天井から複
数吊り下げ支持し、これら枠状体の下面に角材が枠状に
形成された枠状物およびこの枠状物の一面を閉塞する板
材を備えた天井用パネル構造体を前記鉄筋コンクリート
建造物の天井を覆って複数取り付け、この天井用パネル
構造体を取り付けた後に、角材が枠状に形成された枠状
物およびこの枠状物の少なくとも一面を一辺に臨む一部
を開口して閉塞する板材を備えた一対の壁面用パネル構
造体の前記板材にて閉塞されない枠状物の開口する一辺
を対向させ、閉塞板を前記一対の壁面用パネル構造体の
開口に亘って取り付けて前記開口を閉塞しつつ連結し、
これら対をなす壁面用パネル構造体を複数対連結して鉄
筋コンクリート建造物の壁面を覆うとともに間仕切りす
るものである。
According to a ninth aspect of the present invention, there is provided a method of remodeling a reinforced concrete building, comprising removing an existing inner wall member of the reinforced concrete building to expose a reinforced concrete surface, and forming a frame in which a square bar is formed in a frame shape. After laying a plurality of floor panel structures having a plate member closing at least one surface thereof over the floor surface of the reinforced concrete building, and laying down the floor panel structures, a frame in which the rectangular material is formed in a frame shape. A plurality of slabs are suspended from the ceiling of the reinforced concrete building, and a ceiling is provided with a frame in which a square member is formed in a frame shape on the lower surface of the frame and a plate member for closing one surface of the frame. A plurality of panel structures are attached so as to cover the ceiling of the reinforced concrete building, and after the ceiling panel structure is attached, a frame-like material in which a square bar is formed in a frame shape, and the frame-like material At least one surface of the pair of wall panels having a plate material that is partially closed and opened at a side facing one side is opposed to one open side of a frame-shaped object that is not closed by the plate material of the pair of wall panel structures. Attached across the opening of the wall panel structure and connected while closing the opening,
A plurality of these paired wall panel structures are connected to cover and partition a wall surface of a reinforced concrete building.

【0024】そして、既設の内壁部材を除去し、角材が
枠状に形成された枠状物の少なくとも一面を閉塞して板
材を取り付けた床用パネル構造体を露出した鉄筋コンク
リート建造物の床面を覆って複数敷き詰め、さらに、角
材が枠状に形成された枠状体を露出する鉄筋コンクリー
ト建造物の天井から吊り下げ支持し、この枠状体に角材
が枠状に形成された枠状物の少なくとも一面を閉塞して
板材を取り付けた天井用パネル構造体を取り付けて露出
する鉄筋コンクリート建造物の天井を覆い、さらに、角
材が枠状に形成された枠状物の少なくとも一面に一辺に
臨む一を開口して板材を取り付けた一対の壁面用パネル
構造体の板材にて閉塞されない枠状物の開口する一辺を
対向させ、閉塞板を一対の壁面用パネル構造体の開口に
亘って取り付けて前記開口を閉塞しつつ連結し、露出し
た鉄筋コンクリート建造物の壁面を覆って取り付けると
ともに間仕切りするため、例えばエレベータに搬入可能
な大きさにあらかじめ床用パネル構造体、枠状体、天井
用パネル構造体および壁面用パネル構造体を形成してお
くことが可能で、搬入が容易であるとともに現場での施
工が各床用パネル構造体、枠状体、天井用パネル構造体
および壁面用パネル構造体を適宜連結するのみでよく、
施工が容易で改築期間も短縮して施工性が向上するとと
もに、同一形状の床用パネル構造体、枠状体、天井用パ
ネル構造体および壁面用パネル構造体をそれぞれ同一形
状に形成することにより、各床用パネル構造体、枠状
体、天井用パネル構造体および壁面用パネル構造体の形
成も容易で、コストが低減する。
Then, the floor surface of the reinforced concrete building in which the existing inner wall member is removed and at least one surface of the frame-shaped frame is closed to expose the floor panel structure to which the plate is attached is removed. Covering and laying a plurality of pieces, and further, suspending and supporting the frame-shaped body in which the square bar is formed from the ceiling of the reinforced concrete building exposing the frame-shaped body, at least the frame-shaped body in which the square bar is formed in the frame-shaped body. Attach the ceiling of the reinforced concrete building that is exposed by attaching the ceiling panel structure with the plate material attached and closing the one surface, and further, open at least one surface of the frame-like material with the square material facing the one side. One side of the opening of the frame-shaped object that is not closed by the plate material of the pair of wall panel structures to which the plate material is attached is opposed to each other, and the closing plate is attached across the opening of the pair of wall panel structures. In order to connect and close the opening, cover and cover the exposed wall of the reinforced concrete building, for example, a floor panel structure, a frame-shaped body, and a ceiling panel structure in a size that can be carried into an elevator in advance. And the wall panel structure can be formed in advance, so that it is easy to carry in and the on-site construction can be performed with each floor panel structure, frame, ceiling panel structure and wall panel structure. It only needs to be connected appropriately,
The construction is easy and the remodeling period is shortened, and the workability is improved, and the floor panel, frame, ceiling panel and wall panel of the same shape are formed in the same shape. In addition, it is easy to form the floor panel structure, the frame-like body, the ceiling panel structure, and the wall panel structure, and the cost is reduced.

【0025】請求項10記載の鉄筋コンクリート建造物
の改築方法は、請求項9記載の鉄筋コンクリート建造物
の改築方法において、床用パネル構造体を施工前に露出
する鉄筋コンクリート面を断熱材にて被覆施工するもの
である。
According to a tenth aspect of the present invention, there is provided the method of renovating a reinforced concrete building according to the ninth aspect, wherein the exposed reinforced concrete surface is covered with a heat insulating material before the floor panel structure is installed. Things.

【0026】そして、床用パネル構造体を施工する前の
露出する鉄筋コンクリート面に断熱材を被覆施工するた
め、断熱施工が容易となる。
Since the exposed reinforced concrete surface is covered with a heat insulating material before the floor panel structure is formed, the heat insulating work is facilitated.

【0027】請求項11記載の鉄筋コンクリート建造物
の改築方法は、請求項9または10記載の鉄筋コンクリ
ート建造物の改築方法において、床用パネル構造体、枠
状体、天井用パネル構造体および壁面用パネル構造体
は、縦寸法が最大で1800mm以下、横寸法が最大で
900mm以下の略長方形状であるものである。
[0027] The method for remodeling a reinforced concrete building according to claim 11 is the method for remodeling a reinforced concrete building according to claim 9 or 10, wherein the panel structure for floor, frame, ceiling panel structure and wall panel are provided. The structure has a substantially rectangular shape with a maximum vertical dimension of 1800 mm or less and a maximum horizontal dimension of 900 mm or less.

【0028】そして、縦寸法が最大で1800mm以
下、横寸法が最大で900mm以下の略長方形状に各床
用パネル構造体、枠状体、天井用パネル構造体および壁
面用パネル構造体を形成するため、例えばエレベータを
用いた搬入ができ、取扱が容易であるとともに、建造物
の単位となる1800mmが最大の寸法であることか
ら、既設の鉄筋コンクリート建造物にパネル構造体を組
み合わせて連結する組み付け施工が容易で、施工性が向
上する。
Each floor panel, frame, ceiling panel, and wall panel is formed in a substantially rectangular shape having a vertical dimension of 1800 mm or less and a horizontal dimension of 900 mm or less. Therefore, for example, it is possible to carry in using an elevator, handling is easy, and since the maximum dimension of 1800 mm, which is a unit of a building, is a maximum dimension, an assembling work for combining and connecting a panel structure to an existing reinforced concrete building. And the workability is improved.

【0029】請求項12記載の鉄筋コンクリート建造物
の改築方法は、請求項9ないし11いずれか一記載の鉄
筋コンクリート建造物の改築方法において、床用パネル
構造体、天井用パネル構造体および壁面用パネル構造体
の各枠状物に、隣接するこれら床用パネル構造体、天井
用パネル構造体および壁面用パネル構造体と接する側面
に位置して凹溝状の連結溝部をそれぞれ設け、前記対向
する連結溝部に連結部材を係合して隣接する各床用パネ
ル構造体、天井用パネル構造体および壁面用パネル構造
体を連結するものである。
According to a twelfth aspect of the present invention, there is provided a method of remodeling a reinforced concrete building according to any one of the ninth to eleventh aspects, wherein the panel structure for a floor, the panel structure for a ceiling, and the panel structure for a wall are provided. A concave groove-shaped connection groove portion is provided on each of the frame-shaped objects of the body on the side surface in contact with the floor panel structure for ceiling, the panel structure for ceiling, and the panel structure for wall surface adjacent to each other; To connect the adjacent floor panel structure, ceiling panel structure, and wall surface panel structure with each other.

【0030】そして、床用パネル構造体、天井用パネル
構造体および壁面用パネル構造体の各枠状物の隣接する
側面に設けた凹溝状の連結溝部に連結部材を係合して各
床用パネル構造体、天井用パネル構造体および壁面用パ
ネル構造体を連結するため、現場での各床用パネル構造
体、天井用パネル構造体および壁面用パネル構造体の連
結が容易で、施工性が向上する。
Each of the floor panel structures, the ceiling panel structure, and the wall panel structure is engaged with a concave groove-shaped connecting groove portion provided on an adjacent side surface of each frame-shaped object, and each floor member is engaged. Panel structures, ceiling panel structures, and wall panel structures are easily connected to each other, making it easy to connect the floor panel structures, ceiling panel structures, and wall panel structures at the site. Is improved.

【0031】[0031]

【発明の実施の形態】以下、本発明の実施の一形態を図
面を参照して説明する。
An embodiment of the present invention will be described below with reference to the drawings.

【0032】図2および図3において、1は例えばマン
ションやコーポラスなどの集合住宅である鉄筋コンクリ
ート建造物で、この鉄筋コンクリート建造物1は、鉄筋
コンクリートにて一戸毎に居住空間部2を区画する構造
体3に、適宜図示しない上下水道や電気、ガス、換気用
の配管が適宜施され、区画形成された居住空間部2内
に、鉄筋コンクリート建造物1の構造体3の床面4を覆
う床構造体5、構造体3の天井の天井面6を覆う天井構
造体7、構造体3の壁面8を覆いまた各部屋9を区画す
る壁構造体10が設けられている。
In FIGS. 2 and 3, reference numeral 1 denotes a reinforced concrete building which is an apartment house such as an apartment or a corpus, and the reinforced concrete building 1 is a reinforced concrete structure 3 which divides a living space 2 for each house. A floor structure 5 that covers the floor surface 4 of the structure 3 of the reinforced concrete building 1 in the living space 2 formed by appropriately providing water and sewage, electricity, gas, and ventilation pipes (not shown) A ceiling structure 7 covering the ceiling surface 6 of the ceiling of the structure 3, and a wall structure 10 covering the wall surface 8 of the structure 3 and dividing each room 9 are provided.

【0033】そして、改築工事された居住空間部2は、
図17、図20および図21に示すように、鉄筋コンク
リート建造物1の構造体3の内面略全域に断熱材11が設
けられて断熱層12が形成されている。この断熱材11は、
例えばウレタンフォームなどの板状に形成されたものを
用い、木工用ボンドなどにて構造体3の床面、天井面6
および壁面8の各内面に貼り付けて施工される。なお、
例えば隅角部分などのウレタンフォームが施工困難な箇
所は、発泡ウレタンを塗布したり吹き付けるなどにて処
理されて断熱層12が形成される。
The renovated living space 2 is
As shown in FIGS. 17, 20, and 21, a heat insulating material 11 is provided on substantially the entire inner surface of the structure 3 of the reinforced concrete building 1, and a heat insulating layer 12 is formed. This insulation material 11
For example, using a plate-shaped material such as urethane foam, the floor surface and ceiling surface 6
And is attached to each inner surface of the wall 8. In addition,
For example, a portion where the urethane foam is difficult to be applied, such as a corner portion, is processed by applying or spraying urethane foam to form the heat insulating layer 12.

【0034】また、床構造体5は、図4および図5に示
すように構造体3の床面4を覆って敷き詰められた鉄筋
コンクリート建造物用の建材である複数の床用パネル構
造体15にて構成されている。これら床用パネル構造体15
は、図6ないし図9に示すように、標準パネル16、異形
パネル17および調整パネル18の3種類ある。
As shown in FIGS. 4 and 5, the floor structure 5 includes a plurality of floor panel structures 15 which are building materials for a reinforced concrete building spread over the floor 4 of the structure 3. It is configured. These floor panel structures 15
As shown in FIGS. 6 to 9, there are three types, a standard panel 16, a modified panel 17, and an adjustment panel 18.

【0035】まず、床用パネル構造体15の標準パネル16
は、図6および図7に示すように、例えば幅寸法が約4
0mmで厚さ寸法が約18mmの角材21を用いて、1辺
が約900mmの正方形の格子枠状に軸組みされた枠状
物である床枠状物22を有している。また、この床枠状物
22の一面には、1辺が約900mmの正方形で厚さ寸法
が約12mmの板材である合板23が釘止めされ、床枠状
物22の一面を閉塞して取り付けられている。さらに、床
枠状物22の角材21,21間には、例えば段ボール紙でハニ
カム構造に形成された厚さ寸法が約20mmの遮音部材
24が木工用の接着剤などにて取り付けられている。ま
た、遮音部材24の表面である合板23が取り付けられた側
と反対側の面には、例えば厚さ寸法が約3mmのシート
状のゴムなどの遮音シート25が木工用の接着剤などにて
取り付けられている。さらに、床枠状物22の合板23が取
り付けられた側と反対側の他面には、例えば1辺が約9
00mmの正方形で厚さ寸法が約4mmの板材である抑
え合板26が釘止めにより取り付けられ、標準パネル16は
1辺が約900mmで厚さ寸法が約39mmの正方形の
パネル状に形成されている。
First, the standard panel 16 of the floor panel structure 15
As shown in FIG. 6 and FIG.
A square frame 21 having a thickness of about 18 mm and a thickness of about 18 mm is used. Also, this floor frame
A plywood 23, which is a plate having a square of about 900 mm on a side and a thickness of about 12 mm, is nailed to one surface of the 22, and is attached so as to close one surface of the floor frame 22. Further, a sound insulating member having a thickness of about 20 mm and formed in a honeycomb structure with, for example, corrugated cardboard is provided between the square members 21 of the floor frame 22.
24 is attached with a woodworking adhesive. On the surface opposite to the side on which the plywood 23, which is the surface of the sound insulating member 24, is attached, for example, a sound insulating sheet 25 such as a sheet-like rubber having a thickness of about 3 mm is attached with an adhesive for woodwork. Installed. Further, the other side of the floor frame 22 opposite to the side to which the plywood 23 is attached has, for example, about 9
A holding plywood 26, which is a sheet material of a square of 00 mm and a thickness of about 4 mm, is attached by nails, and the standard panel 16 is formed into a square panel having a side of about 900 mm and a thickness of about 39 mm. .

【0036】そして、標準パネル16の床枠状物22の周面
には、例えば幅寸法が約6mm、深さ寸法が約10mm
の凹溝状の連結溝部27が設けられている。この連結溝部
27に幅寸法が約18mmで厚さ寸法が約5.5mmに切
断された木片や合板などの連結部材であるやとい実28が
係合されて隣接する標準パネル16や異形パネル17が連結
される。
The peripheral surface of the floor frame 22 of the standard panel 16 has, for example, a width of about 6 mm and a depth of about 10 mm.
Is provided with a connecting groove 27 in the form of a concave groove. This connection groove
As soon as a connecting member such as a piece of wood or a plywood cut into a piece having a width of about 18 mm and a thickness of about 5.5 mm is engaged with 27, the adjacent standard panel 16 and odd-shaped panel 17 are connected together. You.

【0037】さらに、標準パネル16には、床枠状物22が
位置しない位置四隅近傍に位置して、例えは丸孔状に貫
通して穿設された通孔30が設けられている。そして、こ
れら通孔30には、鉄筋コンクリート建造物1の構造体3
の床面4から所定の寸法を介して上方に持ち上げ支持す
る支持脚31がそれぞれ設けられている。これら支持脚31
は、一端に通孔30を貫通する貫通部32を有し他端にフラ
ンジ状に突出する載置部33を回転自在に有し外周面に図
示しない雄ねじが設けられた略円柱状の胴体部34と、こ
の胴体部34の中間部に螺合にて取り付けられ胴体部34に
対して相対的に回転することにより胴体部34の軸方向に
移動可能な鍔部35とを備えている。また、支持脚31の貫
通部32の端面には、プラスドライバや六角レンチなどの
工具が係合される図示しない係合部が設けられている。
Further, the standard panel 16 is provided with through-holes 30 which are located in the vicinity of the four corners where the floor frame-like material 22 is not located, for example, penetrate in a round hole shape. The through-holes 30 are provided in the structures 3 of the reinforced concrete building 1.
Support legs 31 are provided to lift and support the floor 4 from above via a predetermined dimension. These support legs 31
A substantially cylindrical body portion having a through portion 32 penetrating through the through hole 30 at one end, a mounting portion 33 protruding in a flange shape at the other end rotatably, and an external thread (not shown) provided on an outer peripheral surface. And a flange portion 35 which is attached to an intermediate portion of the body portion 34 by screwing and is movable in the axial direction of the body portion 34 by rotating relative to the body portion 34. An engaging portion (not shown) with which a tool such as a Phillips screwdriver or a hexagon wrench is engaged is provided on an end surface of the through portion 32 of the support leg 31.

【0038】また、異形パネル17は、標準パネル16が鉄
筋コンクリート建造物1の構造体3の形状により標準パ
ネル16が配設できない位置に構造体3に合わせた形状に
現場にて切断される。そして、標準パネル16と同様に、
連結溝部27を有した床枠状物22の一面に設けた合板23と
他面側に設けた遮音シート25および抑え合板26との間に
遮音部材24を設けた積層構造に形成され、鉄筋コンクリ
ート建造物1の構造体3の形状により標準パネル16が配
設できない位置に構造体3に合わせた大きさに形成され
たものである。なお、異形パネル17は、あらかじめ工場
などにて形成しておいてもよい。
The deformed panel 17 is cut on site at a position where the standard panel 16 cannot be arranged due to the shape of the structure 3 of the reinforced concrete building 1 and the standard panel 16 can be arranged. And, like the standard panel 16,
It is formed in a laminated structure in which a sound insulating member 24 is provided between a plywood 23 provided on one surface of a floor frame 22 having a connecting groove 27 and a sound insulating sheet 25 and a holding plywood 26 provided on the other surface, and It is formed in a position corresponding to the structure 3 at a position where the standard panel 16 cannot be arranged due to the shape of the structure 3 of the object 1. The odd-shaped panel 17 may be formed in a factory or the like in advance.

【0039】さらに、調整パネル18は、標準パネル16お
よび異形パネル17を敷き詰めて寸法誤差などを調整する
形状に形成され、標準パネル16および異形パネル17と同
様の合板23の一面に長手方向に沿って略平行に合板の長
手方向の縁に沿って角材21が釘止めにて取り付けられて
いる。また、角材21には、標準パネル16や異形パネル17
に取り付けられたやとい実28上に載置するように係合す
る段差状の係合段差部37が設けられている。
Further, the adjusting panel 18 is formed in such a shape that the standard panel 16 and the odd-shaped panel 17 are spread to adjust dimensional errors and the like, and is formed on one surface of the plywood 23 similar to the standard panel 16 and the odd-shaped panel 17 along the longitudinal direction. A timber 21 is attached to the plywood with nails substantially parallel to and along the longitudinal edge of the plywood. In addition, square panel 21 has standard panel 16 and irregular panel 17
There is provided a stepped engagement step portion 37 which is engaged so as to be placed on the fruit 28 which is attached to the nut 28.

【0040】そして、支持脚31を標準パネル16や異形パ
ネル17に取り付け、標準パネル16を3枚程度鉄筋コンク
リート建造物1の構造体3の床面4上に載置し、あらか
じめ構造体3に墨付けされて設けた図示しないレベルに
合わせて仮置きし、工具にて支持脚31の鍔部35の位置を
可変して、水準器などにより標準パネル16および異形パ
ネル17の高さを調整する。このように標準パネル16およ
び異形パネル17を互いにやとい実28にて連結しつつ敷き
詰め、図4および図5に示すように、最後に敷き詰める
標準パネル16および異形パネル17と敷き詰めていく方向
の追い出し側の標準パネル16および異形パネル17との間
に、調整パネル18を挟み込むように位置させて標準パネ
ル16および異形パネル17に取り付けられたやとい実28に
調整パネル18の係合段差部37を載置するように係合して
間を閉塞し、一平面状に構造体3の床面4を覆う床構造
体5が構成される。
Then, the support legs 31 are attached to the standard panel 16 or the modified panel 17, and about three standard panels 16 are placed on the floor 4 of the structure 3 of the reinforced concrete building 1. It is temporarily placed in accordance with the attached level (not shown), the position of the flange 35 of the support leg 31 is changed with a tool, and the height of the standard panel 16 and the modified panel 17 is adjusted with a level. In this manner, the standard panel 16 and the modified panel 17 are spread together while being connected to each other with a nut 28, and as shown in FIGS. 4 and 5, the final panel 16 and the modified panel 17 are laid out in the direction of being spread. Between the standard panel 16 and the modified panel 17 on the side, the adjustment step 18 is positioned so as to sandwich the adjustment panel 18, and as soon as the standard panel 16 and the modified panel 17 are attached, the engaging step 37 of the adjustment panel 18 is A floor structure 5 that covers the floor 4 of the structure 3 in one plane is formed by engaging so as to be placed and closing the gap.

【0041】なお、床構造体5と鉄筋コンクリート建造
物1の構造体3の床面4との間である床下には、図示し
ない上下水道やガス用の配管が設けられている。
Under the floor between the floor structure 5 and the floor 4 of the structure 3 of the reinforced concrete building 1, pipes for water, sewage and gas (not shown) are provided.

【0042】一方、天井構造体7は、図10および図1
1に示すように、図12および図13に示す枠状体とし
ての下地パネル41と、図14および図15に示す天井用
パネル構造体42とにて構成されている。
On the other hand, the ceiling structure 7 is shown in FIGS.
As shown in FIG. 1, a base panel 41 as a frame-like body shown in FIG. 12 and FIG. 13 and a ceiling panel structure 42 shown in FIG. 14 and FIG.

【0043】そして、下地パネル41は、例えば幅寸法が
約40mmで厚さ寸法が約30mmの角材43を用いて、
縦寸法が1800mmで横寸法が900mmの格子枠状
に軸組形成されている。なお、下地パネル41は、角材43
の中心の位置で455mm間隔の格子状に形成されてい
る。
The base panel 41 is made of, for example, a square bar 43 having a width of about 40 mm and a thickness of about 30 mm.
The shaft is formed in a lattice frame shape having a vertical dimension of 1800 mm and a horizontal dimension of 900 mm. Note that the base panel 41 is
Are formed in a grid pattern at intervals of 455 mm at the center position of.

【0044】また、天井用パネル構造体42は、例えば幅
寸法が約40mmで厚さ寸法が約24mmの角材44を用
いて、縦寸法が約1800mmで横寸法が約445mm
の枠状に軸組形成された枠状物である天井枠状物45を有
している。そして、この天井枠状物45の一面には、例え
ば縦寸法が約1800mm、横寸法が約445mm、厚
さ寸法が約9.5mmの板材である石膏ボードなどの耐
火ボード46が釘止めされ、天井枠状物45の一面を閉塞し
て取り付けられている。また、耐火ボード46の天井枠状
物45に取り付けられる側の面には、角材44,44間に位置
して床用パネル構造体15と同様の遮音シート25が木工用
の接着剤などにて取り付けられている。さらに、この遮
蔽シートには、例えば段ボール紙でハニカム構造に形成
された厚さ寸法が約15mmの遮音部材24が木工用の接
着剤にて取り付けられ、天井用パネル構造体42は縦寸法
が約1800mm、横寸法が約445mm、厚さ寸法が
約29mmのパネル状に形成されている。
The ceiling panel structure 42 is made of, for example, a square bar 44 having a width of about 40 mm and a thickness of about 24 mm, and has a length of about 1800 mm and a width of about 445 mm.
The ceiling frame 45 is a frame formed by forming a frame in the shape of a frame. On one surface of the ceiling frame 45, for example, a fire-resistant board 46 such as a plaster board, which is a plate having a vertical dimension of about 1800 mm, a horizontal dimension of about 445 mm, and a thickness dimension of about 9.5 mm, is nailed. The ceiling frame 45 is attached with one surface closed. On the surface of the fire-resistant board 46 on the side attached to the ceiling frame 45, a sound insulation sheet 25 similar to the floor panel structure 15 located between the square members 44, 44 is provided by an adhesive for woodwork or the like. Installed. Further, a sound insulation member 24 having a thickness of about 15 mm formed of, for example, corrugated cardboard and having a honeycomb structure is attached to the shielding sheet with an adhesive for woodworking, and the ceiling panel structure 42 has a vertical dimension of about It is formed into a panel having a size of 1800 mm, a lateral dimension of about 445 mm, and a thickness dimension of about 29 mm.

【0045】また、天井枠状物45の周面には、例えば幅
寸法が約4mm、深さ寸法が約10mmの凹溝状の連結
溝部47が設けられている。この連結溝部47に幅寸法が約
18mmで厚さ寸法が約4mmに切断された木片や合板
などの連結部材であるやとい実48が係合されて隣接する
天井用パネル構造体42が連結される。
On the peripheral surface of the ceiling frame 45, a concave groove-shaped connecting groove 47 having, for example, a width of about 4 mm and a depth of about 10 mm is provided. As soon as a connecting member such as a piece of wood or plywood cut to a width of about 18 mm and a thickness of about 4 mm is engaged with the connecting groove 47, the adjacent ceiling panel structure 42 is connected. You.

【0046】そして、あらかじめ鉄筋コンクリート建造
物1の構造体3の天井面6に適宜埋設された図示しない
雌ねじを有するアンカに、羽子板ボルト49の図示しない
雄ねじ部を螺合して吊り下げ支持し、この羽子板ボルト
49に例えば幅寸法が約30mm、厚さ寸法が約40m
m、長さ寸法が約200mmの角材であるつり木50を長
手方向が略上下方向に沿って一端側を釘止めやボルト固
定する。この吊り下げ支持されたつり木50に、下地パネ
ル41を平面方向が略水平方向となるようにあらかじめ墨
付けされて設けた図示しないレベルに合わせて釘止め
し、下地パネル41を吊り下げ支持する。さらに、この下
地パネルの下面側に天井用パネル構造体42を耐火ボード
46を下方に向けて釘止めし、やとい実48にて一平面状に
連結して順次釘止めした複数の天井用パネル構造体42に
て構造体3の天井面6を覆う天井構造体7が構成され
る。なお、下地パネル41および天井用パネル構造体42が
配設できない位置では、構造体3に合わせた形状に適宜
現場にて切断される。
Then, an unillustrated male screw portion of the feather plate bolt 49 is screwed and supported by an anchor having an unillustrated female screw which is appropriately embedded in the ceiling surface 6 of the structure 3 of the reinforced concrete building 1 in advance. Haneita bolt
For example, the width is about 30 mm and the thickness is about 40 m in 49
One end of a suspension tree 50, which is a timber having a length of about 200 mm and a length of about 200 mm, is nailed or bolted at one end along a substantially vertical direction. The base panel 41 is nailed to this suspended and supported suspension tree 50 in accordance with a level (not shown) provided in advance so that the plane direction is substantially horizontal, and the base panel 41 is supported by hanging. . Further, a ceiling panel structure 42 is provided on the lower surface side of the base panel with a fireproof board.
A ceiling structure 7 that covers the ceiling surface 6 of the structure 3 with a plurality of ceiling panel structures 42 that are nailed downward with a plurality of ceiling panel structures 42 that are connected in one plane and nailed sequentially at a nut 48. Is configured. In a position where the base panel 41 and the ceiling panel structure 42 cannot be provided, the base panel 41 and the ceiling panel structure 42 are appropriately cut on site at a shape corresponding to the structure 3.

【0047】この天井構造体7と鉄筋コンクリート建造
物1の構造体3の天井面6との間である天井裏には、図
示しない電気配線が施されているとともに、図2に示す
ように、天井裏の空気をあらかじめ構造体3に設けられ
た通気用配管52を介して排気するファンなどを備えた排
気装置53が配設されている。
Electric wiring (not shown) is provided on the underside of the ceiling between the ceiling structure 7 and the ceiling surface 6 of the structure 3 of the reinforced concrete building 1, and as shown in FIG. An exhaust device 53 having a fan or the like for exhausting the back air through a ventilation pipe 52 provided in the structure 3 in advance is provided.

【0048】一方、壁構造体10は、図16ないし図21
に示すように、鉄筋コンクリート建造物1の構造体3の
壁面8を覆うように設けられた外壁構造体61と、各部屋
9を区画する間仕切り構造体62とから構成されている。
On the other hand, the wall structure 10 is shown in FIGS.
As shown in FIG. 1, the outer wall structure 61 is provided so as to cover the wall surface 8 of the structure 3 of the reinforced concrete building 1, and the partition structure 62 that partitions each room 9.

【0049】そして、外壁構造体61は、図22ないし図
24に示すパネル構造体である壁面用パネル構造体とし
ての下外壁パネル63と、図25ないし図27に示す壁面
用パネル構造体である上外壁パネル64とにて構成されて
いる。
The outer wall structure 61 is a lower outer wall panel 63 as a wall panel structure which is the panel structure shown in FIGS. 22 to 24, and a wall panel structure shown in FIGS. 25 to 27. The upper outer wall panel 64 is provided.

【0050】また、下外壁パネル63は、例えば幅寸法が
約40mmで厚さ寸法が約24mmの角材65などを用い
て、縦寸法が約1200mmで横寸法が約445mmの
枠状に軸組形成された枠状物である下外壁枠状物66を有
している。なお、この下外壁枠状物66は、長手状の角材
65の一端が長手方向の一端側に長手方向が幅方向の角材
65の中心から約150mm突出し、この突出する部分が
下当接部67,67となる。
Further, the lower outer wall panel 63 is formed, for example, by using a square member 65 having a width of about 40 mm and a thickness of about 24 mm in a frame shape having a length of about 1200 mm and a width of about 445 mm. A lower outer wall frame 66 is provided. In addition, the lower outer wall frame 66 is a long rectangular material.
One end of 65 is on one end side in the longitudinal direction, and the longitudinal direction is a square bar in the width direction
The portion protrudes by about 150 mm from the center of 65, and the protruding portions serve as lower contact portions 67, 67.

【0051】また、下外壁枠状物66の一面には、例えば
縦寸法が約1040mm、横寸法が約445mm、厚さ
寸法が約9.5mmの板材である石膏ボードなどの耐火
ボード68が釘止めされ、下外壁枠状物66の一面の一部を
閉塞して取り付けられている。すなわち、下外壁枠状物
66の下当接部67,67が突出しない他端から約70mm他
端側の位置から一端側の下当接部67,67が突出する側の
幅方向の角材65までを閉塞し、下当接部67,67が突出す
る一端側に下連結配線用開口70を開口し、他端側の幅約
70mmの通気用開口部71を開口形成する。
On one surface of the lower outer wall frame 66, a fire-resistant board 68 such as a gypsum board having a length of about 1040 mm, a width of about 445 mm and a thickness of about 9.5 mm is nailed. The lower outer wall frame 66 is attached so as to close a part of one surface thereof. That is, the lower outer frame
The lower end of the lower contact portion 66, 67 does not project from the other end about 70 mm from the other end side to the widthwise square member 65 on the side where the lower contact portion 67, 67 projects from the one end side is closed. The lower connecting wiring opening 70 is opened at one end where the contact portions 67 and 67 protrude, and the ventilation opening 71 having a width of about 70 mm at the other end is formed.

【0052】さらに、下外壁枠状物66の長手方向の角材
65の側面には、例えば幅寸法が約4mm、深さ寸法が約
10mmの凹溝状の連結溝部である下部連結溝部72が設
けられている。
Further, a rectangular member in the longitudinal direction of the lower outer wall frame 66 is provided.
A lower connecting groove 72 which is a concave groove-shaped connecting groove having a width dimension of about 4 mm and a depth dimension of about 10 mm is provided on the side surface of 65.

【0053】一方、上外壁パネル64は、例えば下外壁パ
ネル63と同様に幅寸法が約40mmで厚さ寸法が約24
mmの角材65を用いて、縦寸法が約1200mmで横寸
法が約445mmの枠状に軸組形成された枠状物である
上外壁枠状物75を有している。なお、この上外壁枠状物
75は、長手状の角材65の一端が長手方向の一端側に長手
方向が幅方向の角材65の中心から約150mm突出し、
この突出する部分が上当接部76,76となる。さらに、上
外壁枠状物75の上当接部76,76が突出する側と反対側に
は、長手方向が幅方向となる角材65は設けられておら
ず、通気配線用開口77が開口形成されている。
On the other hand, the upper outer wall panel 64 has a width dimension of about 40 mm and a thickness dimension of about 24, like the lower outer wall panel 63, for example.
The upper outer wall frame 75 is a frame formed by using a square member 65 mm and having a vertical dimension of about 1200 mm and a horizontal dimension of about 445 mm. In addition, this upper outer frame
75, one end of the elongated rectangular bar 65 projects to the one end side in the longitudinal direction from the center of the rectangular bar 65 in the longitudinal direction in the width direction by about 150 mm,
The protruding portions serve as upper contact portions 76. Further, on the side opposite to the side from which the upper contact portions 76, 76 of the upper outer frame 75 protrude, there is no rectangular member 65 whose longitudinal direction is the width direction, and an opening 77 for ventilation wiring is formed. ing.

【0054】また、上外壁枠状物75の一面には、例えば
下外壁パネル63と同様に縦寸法が約1040mm、横寸
法が約445mm、厚さ寸法が約9.5mmの板材であ
る石膏ボードなどの耐火ボード68が釘止めされ、上外壁
枠状物75の一面の一部を閉塞して取り付けられている。
すなわち、上外壁枠状物75の上当接部76,76が突出しな
い他端から上当接部76,76が突出する側の幅方向の角材
65までを閉塞し、上当接部76,76が突出する一端側に上
連結配線用開口78を開口形成する。
On one surface of the upper outer wall frame 75, for example, similarly to the lower outer wall panel 63, a gypsum board which is a plate material having a length of about 1040 mm, a width of about 445 mm, and a thickness of about 9.5 mm A fire-resistant board 68 is nailed, and is attached so as to close a part of one surface of the upper outer frame 75.
That is, the widthwise square member on the side where the upper contact portions 76 and 76 project from the other end where the upper contact portions 76 and 76 do not project from the upper outer wall frame 75.
65 is closed, and an upper connection wiring opening 78 is formed at one end where the upper contact portions 76 and 76 project.

【0055】さらに、上外壁枠状物75の長手方向の角材
65の側面には、例えば幅寸法が約4mm、深さ寸法が約
10mmの凹溝状の連結溝部である上部連結溝部79が設
けられている。
Further, a square bar in the longitudinal direction of the upper outer frame 75 is used.
On the side surface of 65, for example, an upper connecting groove portion 79 which is a concave groove-shaped connecting groove portion having a width of about 4 mm and a depth of about 10 mm is provided.

【0056】そして、上外壁パネル64と下外壁パネル63
とは、図16ないし図21に示すように、あらかじめ鉄
筋コンクリート建造物1の構造体3に取り付けた断熱材
11に例えば通気性を有するパッキング81を長手方向を略
水平方向に取り付け、このパッキング81にビス止めにて
取り付けた例えば幅寸法が約90mmで厚さ寸法が約1
5mmの長手状の板材である胴縁82に、上当接部76,76
および下当接部67,67の端面を当接させて釘止めする。
さらに、連通する上部連結溝部79および下部連結溝部72
に亘って幅寸法が約4mmで厚さ寸法が約18mmに切
断された木片や合板などの連結部材であるやとい実83が
係合されて隣接する上外壁パネル64および下外壁パネル
63を連結し、上外壁パネル64および下外壁パネル63の連
通して開口する上連結配線用開口78および下連結配線用
開口70を、例えば厚さ寸法が約9.5mmの板材である
閉塞板としての閉塞合板85を各上外壁枠状物75および下
外壁枠状物66に釘止めして一連に閉塞し、一平面状の外
壁構造体61が構成される。
Then, the upper outer wall panel 64 and the lower outer wall panel 63
As shown in FIGS. 16 to 21, a heat insulating material previously attached to the structure 3 of the reinforced concrete building 1.
For example, a packing 81 having air permeability is attached to the packing 81 in a substantially horizontal direction in the longitudinal direction, and the packing 81 is attached to the packing 81 with screws, for example, the width is about 90 mm and the thickness is about 1 mm.
Upper contact portions 76, 76 are attached to the rim 82, which is a 5 mm long plate.
And the end faces of the lower contact portions 67, 67 are brought into contact with each other and nailed.
Further, the upper connecting groove 79 and the lower connecting groove 72
The upper outer wall panel 64 and the lower outer wall panel adjacent to each other are engaged with a connecting member such as a piece of wood or plywood having a width of about 4 mm and a thickness of about 18 mm.
The upper connecting wall opening 64 and the lower connecting wiring opening 70 which connect the upper outer wall panel 64 and the lower outer wall panel 63 are connected to each other. The closed plywood 85 is nailed to each of the upper outer wall frame 75 and the lower outer wall frame 66 and closed in series to form a one-plane outer wall structure 61.

【0057】なお、例えば鉄筋コンクリート建造物1の
構造体3の形状により、例えば梁3aや柱3bの部分では、
図19ないし図21に示すように、適宜下外壁パネル63
および上外壁パネル64を切断し、これら構造体3の梁3a
や柱3bに対応して切断された下外壁パネル63および上外
壁パネル64が構造体3の梁3aや柱3bを包むように取り付
けられる。なお、構造体3の梁3aや柱3bを包むように取
り付けた下外壁パネル63および上外壁パネル64の角部分
に位置する露出する端部には、例えば板材を適宜切断し
た出隅スペーサ86が釘止めなどにて取り付けられて保護
される。
For example, depending on the shape of the structure 3 of the reinforced concrete building 1, for example, in the portions of the beams 3a and the columns 3b,
As shown in FIG. 19 to FIG.
And the upper outer wall panel 64 is cut, and the beams 3a of these structures 3 are cut.
The lower outer wall panel 63 and the upper outer wall panel 64 cut corresponding to the pillar 3b are attached so as to wrap the beam 3a and the pillar 3b of the structure 3. At the exposed end located at the corners of the lower outer wall panel 63 and the upper outer wall panel 64 attached so as to wrap the beams 3a and the columns 3b of the structure 3, for example, a protruding corner spacer 86 formed by appropriately cutting a plate material is nailed. It is attached and protected by a stopper.

【0058】また、開口する下連結配線用開口70および
上連結配線用開口78を閉塞する閉塞板としては、閉塞合
板85に限らず例えば耐火ボードなどでもできるが、連結
強度を得るために合板などが好ましい。
The closing plate for closing the opening 70 for the lower connecting wiring and the opening 78 for the upper connecting wiring is not limited to the closed plywood 85 but may be a fireproof board or the like. Is preferred.

【0059】また、外壁構造体61の天井構造体7と接す
る端部には、外壁構造体61および天井構造体7の縁に沿
って外壁廻り縁部材91が設けられている。この外壁廻り
縁部材91は、図28に示すように、例えば幅寸法が43
mmで厚さ寸法が35mmの細長い角材が加工され、厚
さ寸法が約20mmで幅寸法が約34mmの介在部92
と、この介在部92の幅方向の一端に一体的に設けられた
幅寸法が約35mmで厚さ寸法が約10mmの廻り縁部
93とを備えた断面略L字状に形成されている。また、廻
り縁部93の突出する一縁には、面取り94が設けられてい
る。
At the end of the outer wall structure 61 which is in contact with the ceiling structure 7, an outer wall surrounding edge member 91 is provided along the edges of the outer wall structure 61 and the ceiling structure 7. As shown in FIG. 28, the outer wall surrounding edge member 91 has a width dimension of 43, for example.
An elongated square bar having a thickness of about 35 mm and a thickness of about 35 mm is processed, and an intermediate portion 92 having a thickness of about 20 mm and a width of about 34 mm.
And a peripheral edge having a width of about 35 mm and a thickness of about 10 mm integrally provided at one end of the interposed portion 92 in the width direction.
93 are formed in a substantially L-shaped cross section. Further, a chamfer 94 is provided at one protruding edge of the surrounding edge portion 93.

【0060】そして、この外壁廻り縁部材91は、介在部
92が外壁構造体61と天井構造体7との間に挟持されるよ
うに位置し、部屋9側に位置する外壁構造体61の面に廻
り縁部93が当接して設けられ、外壁構造体61と天井構造
体7との隙間を調整し、廻り縁部93が隙間を覆う。
The outer wall surrounding edge member 91 is provided at the intermediate portion.
92 is positioned between the outer wall structure 61 and the ceiling structure 7 so as to be sandwiched between the outer wall structure 61 and the ceiling structure 7. The gap between 61 and the ceiling structure 7 is adjusted, and the surrounding edge 93 covers the gap.

【0061】さらに、外壁構造体61の下部である下外壁
パネル63の下部には、通気用開口部71を閉塞する巾木で
ある通気用巾木95が設けられている。この通気用巾木95
は、図29に示すように、細長板状の一対の下巾木96と
上巾木97とを備えている。そして、下巾木96は、例えば
幅寸法が約40mmで厚さ寸法が約15mmの細長い板
材が加工され、長手方向に沿った幅方向の一縁には、幅
寸法が約10mmで深さ寸法が約10mmの下段差部98
が長手方向に沿って設けられている。また、上巾木97
は、例えば幅寸法が約45mmで厚さ寸法が約15mm
の細長い板材が加工され、長手方向に沿った幅方向の一
縁に幅寸法が約10mmで深さ寸法が約10mmの上段
差部99が長手方向に沿って設けられ、幅方向の他縁に
は、下外壁パネル63の耐火ボード68が係合する係合段差
部100 が設けられている。
Further, at the lower part of the lower outer wall panel 63 which is the lower part of the outer wall structure 61, there is provided a ventilation baseboard 95 which is a baseboard for closing the ventilation opening 71. This ventilation baseboard 95
As shown in FIG. 29, a pair of elongated base plates 96 and 97 are provided. The lower baseboard 96 is formed, for example, by processing an elongated plate material having a width dimension of about 40 mm and a thickness dimension of about 15 mm, and has a width dimension of about 10 mm and a depth dimension at one edge in the width direction along the longitudinal direction. Is about 10 mm lower step 98
Are provided along the longitudinal direction. In addition, upper skirting board 97
Is, for example, a width of about 45 mm and a thickness of about 15 mm
An elongated plate material is processed, and an upper step portion 99 having a width dimension of about 10 mm and a depth dimension of about 10 mm is provided along the longitudinal direction at one edge in the width direction along the longitudinal direction, and at the other edge in the width direction. Is provided with an engagement step portion 100 with which the fireproof board 68 of the lower outer wall panel 63 is engaged.

【0062】そして、下巾木96が床構造体5に接して通
気用開口部71の下側を閉塞して下外壁パネル63の下外壁
枠状物66に釘止めされ、上巾木97が通気用開口部71の上
側を閉塞して下外壁パネル63の下外壁枠状物66に釘止め
され、下巾木96の下段差部98と上巾木97の上段差部99と
の間にスリット状に通気路101 を設けて通気用巾木95が
外壁構造体61に設けられる。
Then, the lower skirting board 96 comes into contact with the floor structure 5 to close the lower side of the ventilation opening 71 and is nailed to the lower outer wall frame 66 of the lower outer wall panel 63, and the upper skirting board 97 is closed. The upper side of the ventilation opening 71 is closed and nailed to the lower outer wall frame 66 of the lower outer wall panel 63, between the lower step 98 of the lower base 96 and the upper step 99 of the upper base 97. A ventilation path 101 is provided in the outer wall structure 61 by providing a ventilation path 101 in a slit shape.

【0063】なお、外壁構造体61の隙間である各上外壁
パネル64,64の上外壁枠状物75,75の角材65,65間およ
び下外壁パネル63,63の下外壁枠状物66,66の角材65,
65間は床構造体5と鉄筋コンクリート建造物1の構造体
3の床面4との間である床下に連通するとともに天井裏
に連通し、床下の空気が天井裏に配設された排気装置53
にて排気されるようになっている。また、部屋9内は、
通気用巾木95の通気路101 を介して外壁構造体61の隙間
に連通し、部屋9内の特に床近傍に溜まりやすい湿気の
多い空気を排気装置53にて排気するようになっている。
The upper outer wall panels 64, 64, which are gaps between the outer wall structures 61, between the square members 65, 65 of the upper outer wall frame members 75, 75, and the lower outer wall frame members 66, 63 of the lower outer wall panels 63, 63. 66 square lumber 65,
The space 65 communicates with the underfloor, which is between the floor structure 5 and the floor 4 of the structure 3 of the reinforced concrete building 1, and also communicates with the underside of the ceiling.
It is designed to be exhausted at. Also, in room 9,
The exhaust device 53 communicates with the gap of the outer wall structure 61 through the ventilation passage 101 of the ventilation baseboard 95, and exhausts the humid air that tends to accumulate in the room 9 particularly near the floor.

【0064】また、各上外壁パネル64および下外壁パネ
ル63内には、適宜天井構造体から配線される電気配線が
施されている。
In each of the upper outer wall panel 64 and the lower outer wall panel 63, electric wiring is appropriately provided from the ceiling structure.

【0065】一方、間仕切り構造体62は、図33ないし
図35に示す壁面用パネル構造体である下間仕切りパネ
ル105 と、図36ないし図38に示す壁面用パネル構造
体である上間仕切りパネル106 とにて構成されている。
On the other hand, the partition structure 62 includes a lower partition panel 105 which is a wall panel structure shown in FIGS. 33 to 35, and an upper partition panel 106 which is a wall panel structure shown in FIGS. 36 to 38. It consists of.

【0066】そして、下間仕切りパネル105 は、例えば
幅寸法が約40mmで厚さ寸法が約45mmの角材107
を用いて、縦寸法が約1200mmで横寸法が約445
mmの枠状に軸組形成された枠状物である下間仕切り枠
状物108 を有している。なお、この下間仕切り枠状物10
8 は、長手状の角材107 の一端が長手方向の一端側に長
手方向が幅方向の角材107 の中心から約150mm突出
し、この突出する部分が下当接部109 となる。
The lower partition panel 105 is made of, for example, a square member 107 having a width of about 40 mm and a thickness of about 45 mm.
Is used, the vertical dimension is about 1200 mm and the horizontal dimension is about 445.
The lower partition frame 108 is a frame formed by forming a frame in a mm frame. The lower partition frame 10
8, one end of the elongated bar 107 protrudes from the center of the bar 107 in the longitudinal direction to the one end side in the longitudinal direction from the center of the bar 107 in the longitudinal direction, and the protruding portion becomes the lower contact portion 109.

【0067】また、下間仕切り枠状物108 の両面には、
例えば縦寸法が約1050mm、横寸法が約445m
m、厚さ寸法が約9.5mmの板材である石膏ボードな
どの耐火ボード110 がそれぞれ釘止めされ、下間仕切り
枠状物108 の両面の一部を閉塞して取り付けられてい
る。すなわち、下間仕切り枠状物108 の下当接部109 が
突出しない他端から一端側の下当接部109 が突出する側
の幅方向に長手状の角材107 の中心までを閉塞し、下当
接部109 が突出する一端側に下連結配線用開口111を開
口形成する。
Also, on both sides of the lower partition frame 108,
For example, the vertical dimension is about 1050mm and the horizontal dimension is about 445m
A refractory board 110 such as a gypsum board, which is a plate material having a thickness of about 9.5 mm and a thickness of about 9.5 mm, is nailed, and is attached by closing a part of both surfaces of the lower partition frame 108. That is, the lower partition frame-like member 108 is closed from the other end where the lower contact portion 109 does not project to the center of the elongated rectangular bar 107 in the width direction on the side where the lower contact portion 109 protrudes on one end side. An opening 111 for the lower connection wiring is formed at one end side where the contact portion 109 protrudes.

【0068】さらに、下間仕切り枠状物108 の長手方向
の角材107 の側面には、例えば幅寸法が約9mm、深さ
寸法が約10mmの凹溝状の連結溝部である下部連結溝
部112 が設けられている。
Further, a lower connecting groove 112 which is a concave groove-shaped connecting groove having a width of about 9 mm and a depth of about 10 mm is provided on a side surface of the rectangular member 107 in the longitudinal direction of the lower partition frame 108. Have been.

【0069】一方、上間仕切りパネル106 は、例えば下
間仕切り枠状物108 と同様の幅寸法が約40mmで厚さ
寸法が約45mmの角材107 を用いて、縦寸法が約12
00mmで横寸法が約445mmの枠状に軸組形成され
た枠状物である上間仕切り枠状物115 を有している。な
お、この上間仕切り枠状物115 は、長手状の角材107の
一端が長手方向の一端側に長手方向が幅方向の角材107
の中心から約150mm突出し、この突出する部分が上
当接部116 となる。さらに、上間仕切り枠状物115 の上
当接部116 が突出する側と反対側には、長手方向が幅方
向となる角材107 は設けられておらず、通気配線用開口
117 が開口形成されている。
On the other hand, the upper partition panel 106 is made of, for example, a rectangular bar 107 having a width of about 40 mm and a thickness of about 45 mm similar to that of the lower partition frame 108 and a vertical dimension of about 12 mm.
It has an upper partition frame 115, which is a frame formed in a frame shape of 00 mm and having a lateral dimension of about 445 mm. The upper partitioning frame 115 has one end of the long rectangular bar 107 on one end side in the longitudinal direction and the long rectangular bar 107 in the width direction.
Projecting from the center of about 150 mm, and this protruding portion becomes the upper contact portion 116. Further, on the opposite side of the upper partition frame 115 from which the upper contact portion 116 protrudes, there is no square member 107 whose longitudinal direction is the width direction.
An opening 117 is formed.

【0070】また、上間仕切り枠状物115 の両面には、
例えば下間仕切り枠状物108 と同様の縦寸法が約105
0mm、横寸法が約445mm、厚さ寸法が約9.5m
mの板材である石膏ボードなどの耐火ボード110 ,110
がそれぞれ釘止めされ、上間仕切り枠状物115 の両面の
一部を閉塞して取り付けられている。すなわち、上間仕
切り枠状物115 の上当接部116 が突出しない他端から上
当接部116 が突出する側の幅方向の角材107 までを閉塞
し、上当接部116 が突出する一端側に上連結配線用開口
118 を開口形成する。
Also, on both sides of the upper partition frame 115,
For example, the same vertical dimension as the lower partition frame 108 is about 105
0mm, width about 445mm, thickness about 9.5m
m, a fire-resistant board such as a gypsum board 110, 110
The upper partition frame 115 is attached by closing a part of both sides thereof. That is, the upper partition frame 115 is closed from the other end where the upper contact portion 116 does not project to the widthwise bar 107 on the side where the upper contact portion 116 projects, and is connected to the one end where the upper contact portion 116 projects. Wiring opening
An opening 118 is formed.

【0071】さらに、上間仕切り枠状物115 の長手方向
の角材107 の側面には、例えば幅寸法が約9mm、深さ
寸法が約10mmの凹溝状の連結溝部である上部連結溝
部119 が設けられている。
Further, on the side surface of the rectangular bar 107 in the longitudinal direction of the upper partition frame 115, there is provided an upper connecting groove 119 which is a concave groove-shaped connecting groove having a width of about 9 mm and a depth of about 10 mm. Have been.

【0072】そして、床構造体5および外壁構造体61に
あらかじめ設けた図示しない地墨に合わせて、下間仕切
りパネル105 および上間仕切りパネル106 を下当接部10
9 および上当接部116 を当接した状態で床構造体5およ
び外壁構造体61に釘止めして取り付ける。さらに、連通
する上部連結溝部119 および下部連結溝部112 に亘って
幅寸法が約9mmで厚さ寸法が約18mmに切断された
木片や合板などの連結部材であるやとい実120 が係合さ
れて隣接する上間仕切りパネルおよび下間仕切りパネル
がそれぞれ連結され、上間仕切りパネル106 および下間
仕切りパネル105 の連通して開口する上連結配線用開口
118 および下連結配線用開口111 を例えば厚さ寸法が約
9.5mmの板材である石膏ボードなどの閉塞板である
閉塞耐火ボード122 を各上間仕切り枠状物115 および下
間仕切り枠状物108 に釘止めして一連に閉塞し、一平面
状の間仕切り構造体62が構成される。
Then, the lower partition panel 105 and the upper partition panel 106 are attached to the lower abutting portion 10 in accordance with the black ink (not shown) provided on the floor structure 5 and the outer wall structure 61 in advance.
9 and the upper contact portion 116 are abutted to the floor structure 5 and the outer wall structure 61 by nailing. Further, a connecting member 120 such as a piece of wood or plywood cut to a width of about 9 mm and a thickness of about 18 mm is engaged with the upper connecting groove 119 and the lower connecting groove 112 which communicate with each other. An upper connection wiring opening that is connected to the adjacent upper partition panel and lower partition panel, and that opens to communicate with the upper partition panel 106 and the lower partition panel 105.
118 and the lower connection wiring opening 111 are connected to each of the upper partition frame 115 and the lower partition frame 108 by inserting a closed refractory board 122 which is a plug plate such as a gypsum board having a thickness of about 9.5 mm. A series of partition structures 62 are formed by nailing and closing in series.

【0073】また、間仕切り構造体62の天井構造体7と
接する端部には、間仕切り構造体62および天井構造体7
の縁に沿って間仕切り廻り縁部材125 が設けられてい
る。この間仕切り廻り縁部材125 は、図39に示すよう
に、例えば幅寸法が85mmで厚さ寸法が35mmの細
長い角材が加工され、厚さ寸法が約20mmで幅寸法が
約65mmの介在部126 と、この介在部126 の幅方向の
両端である長手方向の両側に一体的に設けられた幅寸法
が約35mmで厚さ寸法が約10mmの廻り縁部127 ,
127 とを備えた断面略コ字状に形成されている。また、
各廻り縁部127 ,127 の突出する外側縁には、面取り12
8 がそれぞれ設けられている。
The partition structure 62 and the ceiling structure 7 are provided at the end of the partition structure 62 which is in contact with the ceiling structure 7.
A partition surrounding edge member 125 is provided along the edge of the partition. As shown in FIG. 39, the partition surrounding edge member 125 is formed by, for example, processing an elongated rectangular piece having a width of 85 mm and a thickness of 35 mm, and an intermediate portion 126 having a thickness of about 20 mm and a width of about 65 mm. A peripheral edge 127 having a width of about 35 mm and a thickness of about 10 mm integrally provided on both sides in the longitudinal direction, which are both ends in the width direction, of the interposed portion 126.
127 are formed in a substantially U-shaped cross section. Also,
The protruding outer edge of each surrounding edge 127, 127 has a chamfer 12
8 are provided.

【0074】そして、間仕切り廻り縁部材125 は、介在
部126 が間仕切り構造体62と天井構造体5との間に挟持
されるように位置し、部屋9側に位置する間仕切り構造
体62の面に廻り縁部127 ,127 が当接して間仕切り構造
体62の端部を覆うように設けられ、間仕切り構造体62と
天井構造体7との隙間を調整し、廻り縁部127 ,127が
隙間を覆う。
The partition surrounding edge member 125 is located such that the interposed portion 126 is sandwiched between the partition structure 62 and the ceiling structure 5, and is provided on the surface of the partition structure 62 located on the room 9 side. The surrounding edges 127, 127 are provided so as to abut against each other to cover the end of the partition structure 62, and adjust the gap between the partition structure 62 and the ceiling structure 7, so that the surrounding edges 127, 127 cover the gap. .

【0075】また、各上間仕切りパネル106 および下間
仕切りパネル105 内には、適宜天井構造体7から配線さ
れる図示しない電気配線が施されている。
Further, in each of the upper partition panel 106 and the lower partition panel 105, electric wiring (not shown) which is appropriately wired from the ceiling structure 7 is provided.

【0076】次に、上記実施の形態の改築施工の動作を
図1に示すフローチャートを参照して説明する。
Next, the operation of the remodeling work of the above embodiment will be described with reference to the flowchart shown in FIG.

【0077】まず、集合住宅などの鉄筋コンクリート建
造物1の改築に際しては、既設の壁、天井、床を全て除
去する。なお、断熱材が構造体3の内面である床面4、
壁面8および天井面6に取り付けられている場合には、
それらも除去する。そして、図1のフローチャートに示
すように、露出する構造体3の床面4、壁面8および天
井面6である各内面に、ウレタンフォームなどの板状に
形成された断熱材11を取り付けて断熱層12を被覆形成す
る(ステップ1)。なお、例えば隅角部分などのウレタ
ンフォームが施工困難な箇所は、発泡ウレタンを塗布し
たり吹き付けるなどの処理をする。
First, when rebuilding a reinforced concrete building 1 such as an apartment house, all existing walls, ceilings and floors are removed. In addition, the floor surface 4 in which the heat insulating material is the inner surface of the structure 3,
When it is attached to the wall surface 8 and the ceiling surface 6,
Remove them as well. As shown in the flowchart of FIG. 1, a heat insulating material 11 formed in a plate shape such as urethane foam is attached to each of the inner surfaces of the exposed structure 3 such as the floor surface 4, the wall surface 8 and the ceiling surface 6. A layer 12 is coated (step 1). Note that, for example, a portion where the urethane foam is difficult to be applied, such as a corner portion, is subjected to processing such as applying or spraying urethane foam.

【0078】この後、適宜上下水道や電気、ガス用の配
管をする(ステップ2)。
Thereafter, pipes for water supply, sewerage, electricity, and gas are appropriately provided (step 2).

【0079】次に、複数の床用パネル構造体15,15を、
図4および図5に示すように構造体3の床面4を覆って
敷き詰め、床構造体5を形成する(ステップ3)。すな
わち、支持脚31を標準パネル16に取り付け、標準パネル
16を3枚程度鉄筋コンクリート建造物1の構造体3の床
面4上に載置し、あらかじめ構造体3に墨付けされて設
けた図示しないレベルに合わせて仮置きする。そして、
工具にて支持脚31の鍔部35の位置を可変して、水準器な
どにより標準パネル16の高さを調整、すなわち構造体3
の床面4から所定の距離上方に位置するように調整す
る。
Next, a plurality of floor panel structures 15, 15
As shown in FIGS. 4 and 5, the floor 3 of the structure 3 is covered and spread to form a floor structure 5 (step 3). That is, the support legs 31 are attached to the standard panel 16 and the standard panel
About three sheets 16 are placed on the floor surface 4 of the structure 3 of the reinforced concrete building 1 and temporarily placed in accordance with a level (not shown) provided in advance on the structure 3. And
The position of the flange 35 of the support leg 31 is changed with a tool, and the height of the standard panel 16 is adjusted with a level or the like.
Is adjusted so as to be located a predetermined distance above the floor surface 4.

【0080】このように配置した標準パネル16に、互い
にやとい実28にて連結しつつ適宜支持脚31の高さ調整を
行って順次標準パネル16を敷き詰める。なお、鉄筋コン
クリート建造物1の構造体3の形状により標準パネル16
が配設できない位置では、適宜標準パネル16を構造体3
の形状に対応して現場にて切断して異形パネル17を形成
し、標準パネル16と同様にやとい実28にて連結しつつ適
宜支持脚31の高さ調整を行って順次敷き詰める。
The heights of the supporting legs 31 are adjusted as needed while being connected to the standard panels 16 arranged as described above with the nuts 28, and the standard panels 16 are spread one after another. In addition, the standard panel 16 depends on the shape of the structure 3 of the reinforced concrete building 1.
In locations where can not be installed, the standard panel 16 is
In accordance with the shape of the standard panel 16, a deformed panel 17 is formed by cutting at the site, and the height of the support legs 31 is adjusted as needed while being connected with the real panel 28 as in the case of the standard panel 16, and the blocks are sequentially spread.

【0081】そして、図4および図5に示すように、最
後に敷き詰める標準パネル16および異形パネル17と敷き
詰めていく方向の追い出し側の標準パネル16および異形
パネル17との間に、調整パネル18を挟み込むように位置
させて標準パネル16および異形パネル17に取り付けられ
たやとい実28に調整パネル18の係合段差部37を載置する
ように係合して間を閉塞し、一平面状に構造体3の床面
4を覆う床構造体5を構成する。この後、間仕切り構造
体を設けるなどのための位置を表す地墨を床構造体5に
墨付けする。
Then, as shown in FIGS. 4 and 5, an adjustment panel 18 is provided between the standard panel 16 and the modified panel 17 to be laid last and the standard panel 16 and the modified panel 17 on the ejection side in the laying direction. As soon as it is positioned so as to be sandwiched, the engaging step portion 37 of the adjustment panel 18 is engaged with the nut 28 attached to the standard panel 16 and the modified panel 17 so as to be placed, and the gap is closed, and A floor structure 5 that covers the floor 4 of the structure 3 is configured. Thereafter, a ground black indicating a position for providing a partition structure or the like is applied to the floor structure 5.

【0082】次に、図1に示すようにステップ3の床構
造体5を形成した後に、図10および図11に示すよう
に天井構造体7を形成する(ステップ4、ステップ
6)。すなわち、まずあらかじめ鉄筋コンクリート建造
物1の構造体3の天井面6に適宜埋設された図示しない
雌ねじを有するアンカに、羽子板ボルト49の図示しない
雄ねじを螺合して吊り下げ支持する。そして、この羽子
板ボルト49に例えば幅寸法が約30mm、厚さ寸法が約
40mm、長さ寸法が約200mmのつり木50を長手方
向が略上下方向に沿って一端側を釘止めやボルト固定す
る。この吊り下げ支持されたつり木50に、下地パネル41
を平面方向が略水平方向となるようにあらかじめ墨付け
されて設けたレベルに合わせて釘止めし、下地パネル41
を吊り下げ支持する(ステップ4)。
Next, after forming the floor structure 5 in step 3 as shown in FIG. 1, a ceiling structure 7 is formed as shown in FIGS. 10 and 11 (steps 4 and 6). That is, first, the male screw (not shown) of the feather board bolt 49 is screwed and supported by an anchor having a female screw (not shown) which is appropriately embedded in the ceiling surface 6 of the structure 3 of the reinforced concrete building 1 in advance. Then, a suspension tree 50 having, for example, a width of about 30 mm, a thickness of about 40 mm, and a length of about 200 mm is nailed or bolted to one end of the blade bolt 49 along the longitudinal direction substantially in the vertical direction. . The suspended panel 50 supported by the suspended
Is nailed in accordance with a level that has been previously blackened so that the plane direction is substantially horizontal.
Is suspended and supported (step 4).

【0083】このステップ4の下地パネル41の取り付け
後、電気配線工事を行う(ステップ5)とともに、排気
装置53を配設する。
After the installation of the base panel 41 in step 4, electric wiring work is performed (step 5), and the exhaust device 53 is provided.

【0084】そして、下地パネル41の下面側に天井用パ
ネル構造体42を耐火ボード46を下方に向けて釘止めし、
やとい実48にて一平面状に連結して順次釘止めした複数
の天井用パネル構造体42にて構造体3の天井面6を覆う
天井構造体7を構成する(ステップ6)。さらに、この
天井用パネル構造体42を取り付ける際に、配線した電線
を天井用パネル構造体42の下面から下方に導出する電気
配線工事をする(ステップ5)。
Then, the ceiling panel structure 42 is nailed to the lower surface side of the base panel 41 with the fireproof board 46 facing downward.
A ceiling structure 7 that covers the ceiling surface 6 of the structure 3 is composed of a plurality of ceiling panel structures 42 that are connected in one plane and nailed in sequence at step 48 (step 6). Further, when the ceiling panel structure 42 is attached, an electric wiring work for leading out the wired electric wires downward from the lower surface of the ceiling panel structure 42 is performed (step 5).

【0085】次に、図1に示すように天井構造体7を形
成した後に、図16ないし図21に示すように壁構造体
10を形成する(ステップ7、ステップ8)。すなわち、
まず、鉄筋コンクリート建造物1の構造体3に取り付け
た断熱材11に通気性を有するパッキング81を長手方向が
略水平方向となるように位置して接着剤にて貼付すると
ともにビス止めして取り付ける。さらに、このパッキン
グ81に例えば幅寸法が約90mmで厚さ寸法が約15m
mの長手状の板材である胴縁82をビス止めする。
Next, after the ceiling structure 7 is formed as shown in FIG. 1, the wall structure is formed as shown in FIGS.
Form 10 (steps 7 and 8). That is,
First, a gas permeable packing 81 is attached to the heat insulating material 11 attached to the structure 3 of the reinforced concrete building 1 so that its longitudinal direction is substantially horizontal and is attached with an adhesive and screwed. Furthermore, for example, the packing 81 has a width of about 90 mm and a thickness of about 15 m.
The body edge 82 which is a long plate material of m is screwed.

【0086】そして、下外壁パネル63の下当接部67が上
方に向けて突出するようにあらかじめ設けた地墨に合わ
せて位置させ、通気用開口部71が位置する側の端部を床
構造体5の上面に当接させて下外壁枠状物66を胴縁82に
釘止めする。さらに、上外壁パネル64の上当接部76が突
出する側と反対側の端部に外壁廻り縁部材91を取り付
け、上当接部76の先端を下外壁パネル63の下当接部67の
先端に当接し、あらかじめ設けた地墨に合わせて壁の通
りを出し、上外壁枠状物75を胴縁82に釘止めし、外壁廻
り縁部材91を天井構造体7の下面に隙間なく取り付け
る。この後、連通する上部連結溝部79および下部連結溝
部72に亘ってやとい実83を係合して隣接する上外壁パネ
ル64および下外壁パネル63を順次連結しつつ胴縁82に釘
止めして取り付ける。
Then, the lower contact portion 67 of the lower outer wall panel 63 is positioned so as to protrude upward in accordance with the ground ink provided in advance, and the end on the side where the ventilation opening 71 is located is a floor structure. The lower outer frame 66 is nailed to the rim 82 by abutting the upper surface of the body 5. Further, the outer wall surrounding edge member 91 is attached to the end opposite to the side where the upper contact portion 76 of the upper outer wall panel 64 projects, and the tip of the upper contact portion 76 is attached to the tip of the lower contact portion 67 of the lower outer wall panel 63. The upper outer wall frame 75 is nailed to the rim 82, and the outer wall surrounding edge member 91 is attached to the lower surface of the ceiling structure 7 without gaps. After that, the upper outer wall panel 64 and the lower outer wall panel 63 are nailed while engaging the nuts 83 over the communicating upper connecting groove portion 79 and lower connecting groove portion 72 to sequentially connect the adjacent upper outer wall panel 64 and lower outer wall panel 63. Attach.

【0087】この下外壁パネル63と上外壁パネル64とを
取り付けた時点で、図1に示すように電気配線工事をす
る(ステップ5)。この電気配線は、上外壁パネル64の
通気配線用開口77と下外壁パネル63の下連結配線用開口
70および上外壁パネル64の上連結配線用開口78とを介し
て上外壁パネル64および下外壁パネル63内に電線を配線
する。
When the lower outer wall panel 63 and the upper outer wall panel 64 are attached, electrical wiring work is performed as shown in FIG. 1 (step 5). This electric wiring is formed by the opening 77 for the ventilation wiring of the upper outer wall panel 64 and the opening for the lower connecting wiring of the lower outer wall panel 63.
Electric wires are wired into the upper outer wall panel 64 and the lower outer wall panel 63 via the upper connecting wall opening 78 and the upper outer wall panel 64.

【0088】そして、下当接部67および上当接部76が位
置する連通した下連結配線用開口70および上連結配線用
開口78上に対応した形状に例えば厚さ寸法が約9.5m
mの板材である閉塞板としての閉塞合板85を切断し、こ
の切断した閉塞合板85を各上外壁枠状物75および下外壁
枠状物66に釘止めして一連に閉塞する。
Then, the lower contact portion 67 and the upper contact portion 76 are located on the communicating lower connection wiring opening 70 and upper connection wiring opening 78, for example, and have a thickness of about 9.5 m.
The closed plywood 85 as a closed plate, which is a plate material of m, is cut, and the cut closed plywood 85 is nailed to each of the upper outer wall frame 75 and the lower outer wall frame 66 and closed in series.

【0089】さらに、下外壁パネル63の通気用開口部71
の下側に、下巾木96を床構造体5に当接させて下外壁パ
ネル63の下外壁枠状物66に釘止めして通気用開口部71の
下側を閉塞する。そしてさらに、通気用開口部71の上側
に、上巾木97を下外壁パネル63の耐火ボード68に係合段
差部100 を係合させて下外壁パネル63の下外壁枠状物66
に釘止めして通気用開口部71の下側を閉塞し、下巾木96
の下段差部98と上巾木97の上段差部99との間にスリット
状に通気路101 を設けて通気用巾木95を外壁構造体61に
設け、一平面状の外壁構造体61を構成する。この後、外
壁構造体61に間仕切り構造体62を設けるための位置を表
す地墨を墨付けする。
Further, the ventilation opening 71 of the lower outer wall panel 63 is provided.
On the lower side, the lower skirting board 96 is brought into contact with the floor structure 5 and nailed to the lower outer wall frame 66 of the lower outer wall panel 63 to close the lower side of the ventilation opening 71. Further, on the upper side of the ventilation opening 71, the upper baseboard 97 is engaged with the fireproof board 68 of the lower outer wall panel 63 with the engagement stepped portion 100, so that the lower outer wall frame 66 is engaged with the lower outer wall panel 63.
The lower side of the ventilation board 96 is closed with a nail
A ventilation path 101 is provided in a slit shape between the lower step 98 and the upper step 99 of the upper skirting board 97, and a ventilation skirt 95 is provided in the outer wall structure 61, and the one-plane outer wall structure 61 is formed. Constitute. After that, a black color indicating a position for providing the partition structure 62 on the outer wall structure 61 is applied.

【0090】なお、例えば鉄筋コンクリート建造物1の
構造体3の形状により、例えば梁3aや柱3bの部分は、図
19ないし図21に示すように、適宜下外壁パネル63お
よび上外壁パネル64を切断し、構造体3の梁3aや柱3bを
包むように取り付ける。なお、構造体3の梁3aや柱3bを
包むように取り付けた下外壁パネル63および上外壁パネ
ル64の端部が露出する場合には、この露出する部分に出
隅スペーサ86を取り付けて保護する。
For example, depending on the shape of the structure 3 of the reinforced concrete building 1, for example, the portions of the beams 3a and the columns 3b cut the lower outer wall panel 63 and the upper outer wall panel 64 as shown in FIGS. Then, it is attached so as to wrap the beams 3a and the columns 3b of the structure 3. When the ends of the lower outer wall panel 63 and the upper outer wall panel 64 attached to wrap the beams 3a and the columns 3b of the structure 3 are exposed, the exposed corner spacers 86 are attached to the exposed portions for protection.

【0091】次に、図30ないし図32に示すように、
間仕切り構造体62を形成して各部屋9を区画形成する
(ステップ8)。すなわち、床構造体5および外壁構造
体61にあらかじめ設けた地墨に合わせて、下間仕切りパ
ネル105 を床構造体5および外壁構造体61にそれぞれ釘
止めして取り付ける。そして、下間仕切りパネル105 を
3枚程度連結して仮付けする。さらに、上間仕切りパネ
ル106 の上当接部116 が突出する側と反対側の端部に間
仕切り廻り縁部材126 を取り付け、上当接部116の先端
を下間仕切りパネル105 の下当接部109 の先端に当接
し、あらかじめ設けた地墨に合わせて壁の通りを出し、
天井構造体7および外壁構造体61にそれぞれ釘止めして
取り付ける。そして、連通する上部連結溝部119 および
下部連結溝部112 に亘ってやとい実120 を係合して隣接
する上間仕切りパネル106 および下間仕切りパネル105
を順次連結しつつ釘止めして取り付ける。なお、間仕切
り廻り縁部材126 は、天井構造体7の下面に隙間なく取
り付ける。
Next, as shown in FIGS.
The partition structure 62 is formed to partition and form each room 9 (step 8). That is, the lower partition panel 105 is nailed and attached to the floor structure 5 and the outer wall structure 61, respectively, in accordance with the ground color previously provided on the floor structure 5 and the outer wall structure 61. Then, about three lower partition panels 105 are connected and temporarily attached. Further, a partition surrounding edge member 126 is attached to the end of the upper partition panel 106 opposite to the side from which the upper contact portion 116 projects, and the tip of the upper contact portion 116 is attached to the tip of the lower contact portion 109 of the lower partition panel 105. Abut, and put out the street of the wall according to the ground ink that was set in advance,
Each is attached to the ceiling structure 7 and the outer wall structure 61 by nailing. Then, the upper partition panel 106 and the lower partition panel 105 adjacent to each other are engaged with each other by engaging the nut 120 over the communicating upper connecting groove portion 119 and lower connecting groove portion 112.
Are attached and nailed together. The partition surrounding edge member 126 is attached to the lower surface of the ceiling structure 7 without any gap.

【0092】この後、下当接部109 および上当接部116
が位置して連通する下連結配線用開口111 および上連結
配線用開口118 に対応した形状に例えば厚さ寸法が約
9.5mmの板材である閉塞板としての閉塞耐火ボード
122 を切断し、この切断した閉塞耐火ボード122 を各上
間仕切り枠状物115 および下間仕切り枠状物108 の一面
側に釘止めして一連に閉塞する。そして、図1に示すよ
うに電気配線工事をする(ステップ5)。この電気配線
は、上間仕切りパネル106 の通気配線用開口117と下間
仕切りパネル105 および上間仕切りパネル106 の下連結
配線用開口111 および上連結配線用開口118 を介して下
間仕切りパネル105 および上間仕切りパネル106 内に電
線を配線する。
Thereafter, the lower contact portion 109 and the upper contact portion 116
Is a plate corresponding to the lower connecting wiring opening 111 and the upper connecting wiring opening 118 communicating therewith, for example, a plate having a thickness of about 9.5 mm.
The cut-off fire-resistant board 122 is cut off, and the cut-off closed fire-resistant board 122 is nailed to one surface side of each of the upper partition frame 115 and the lower partition frame 108 to be closed in series. Then, electrical wiring work is performed as shown in FIG. 1 (step 5). The electric wiring is connected to the lower partition panel 105 and the upper partition panel through the ventilation partition opening 117 of the upper partition panel 106, the lower partition panel 105, and the lower connection wiring opening 111 and the upper connection wiring opening 118 of the upper partition panel 106. Wire the wires inside 106.

【0093】そして、開口する下連結配線用開口111 お
よび上連結配線用開口118 の他面側をあらかじめ切断し
た閉塞耐火ボード122 を各上間仕切り状物115 および下
間仕切り枠状物108 の他面側にそれぞれ釘止めして一連
に閉塞し、一平面状の間仕切り構造体62を構成する。
Then, the closed fire-resistant board 122, which has been cut in advance on the other side of the lower connecting wiring opening 111 and the upper connecting wiring opening 118, is connected to the other side of the upper partition 115 and the lower partition frame 108. Are closed by a series of nails to form a one-plane partition structure 62.

【0094】次に、図1に示すように、化粧板などを床
構造体5や壁構造体10、天井構造体7に適宜釘止めなど
により貼り付けたり、壁紙を貼り付けたり、タイルを貼
り付けたり、漆喰塗りしたり、畳を敷くなどして内装仕
上げするとともに、照明器具やコンセント、ガス栓、水
道栓、ユニットバス、便座、システムキッチンなどの器
具を取り付けて(ステップ9)、改築を完了する。
Next, as shown in FIG. 1, a decorative board or the like is stuck to the floor structure 5, the wall structure 10, and the ceiling structure 7 with nails, wallpaper, or tiles. Attaching, plastering, laying tatami mats and finishing the interior, and installing lighting fixtures, outlets, gas faucets, faucets, unit baths, toilet seats, system kitchens, etc. (Step 9) Complete.

【0095】上記実施の形態では、床構造体5として複
数に分割した床用パネル構造体15にて構成し、天井構造
体7は複数に分割した下地パネル41および天井用パネル
構造体42にて構成し、壁構造体10として複数列でかつ上
下に分割したパネル構造の下外壁パネル63および上外壁
パネル64にて構成される外壁構造体61と、下間仕切りパ
ネル105 および上間仕切りパネル106 にて構成される間
仕切り構造体62としたため、例えばエレベータによる搬
入が可能となり、搬入が容易にできるとともに現場での
施工が各パネル構造を連結するのみでよく、施工が容易
で改築期間も短縮して施工性を向上できるとともに、同
一形状のパネル構造体を連結して施工することにより、
各パネル構造を容易に形成でき、工場により一貫生産が
可能となって製造性を向上でき、他の改築にも利用でき
て汎用性を向上でき、コストも低減できる。
In the above embodiment, the floor structure 5 is constituted by the floor panel structure 15 divided into a plurality of parts, and the ceiling structure 7 is constituted by the base panel 41 and the ceiling panel structure 42 divided into a plurality. And an outer wall structure 61 composed of a lower outer wall panel 63 and an upper outer wall panel 64 that are divided into a plurality of rows and vertically divided as a wall structure 10, and a lower partition panel 105 and an upper partition panel 106. Since the partition structure 62 is constructed, it can be carried in by, for example, an elevator, and can be easily carried in, and only on-site construction requires connection of each panel structure. By connecting panel structures of the same shape and constructing,
Each panel structure can be easily formed, and the factory can perform integrated production to improve manufacturability, and can be used for other remodeling to improve versatility and reduce costs.

【0096】そして、各パネル構造の寸法を、縦寸法が
最大で1800mm以下、横寸法が最大で900mm以
下としたため、例えばエレベータを用いた搬入が容易に
でき、取扱が容易となるとともに、建造物の単位となる
1800mmが最大の寸法であることから、既設の鉄筋
コンクリート建造物1に各パネル構造を組み合わせて連
結する組み付け施工が容易にでき、施工性を向上でき
る。
Since the size of each panel structure is up to 1800 mm in vertical dimension and up to 900 mm in horizontal dimension, for example, it is easy to carry in using an elevator, and handling becomes easy. Since the maximum dimension is 1800 mm, which is a unit of the above, the assembling work of combining and connecting each panel structure to the existing reinforced concrete building 1 can be easily performed, and the workability can be improved.

【0097】また、各床用パネル構造体15、天井用パネ
ル構造体42、下外壁パネル63、上外壁パネル64、下間仕
切りパネル105 および上間仕切りパネル106 に凹溝状の
連結溝部27,47や下部連結溝部72,112 あるいは上部連
結溝部79,119 を設け、これら連結溝部27,47や下部連
結溝部72,112 あるいは上部連結溝部79,119 にやとい
実28,48,83,120 を係合して互いに連結するため、容
易に一平面状の構造体に形成できる。
Further, each of the floor panel structure 15, the ceiling panel structure 42, the lower outer wall panel 63, the upper outer wall panel 64, the lower partition panel 105 and the upper partition panel 106 has concave groove-like connecting grooves 27 and 47, The lower connecting grooves 72, 112 or the upper connecting grooves 79, 119 are provided, and the connecting grooves 27, 47, the lower connecting grooves 72, 112, or the upper connecting grooves 79, 119 are engaged with the nuts 28, 48, 83, 120. And can be easily formed into a one-dimensional structure.

【0098】そして、壁構造体10を上下に分割し、連結
部分に下連結配線用開口70,111 および上連結配線用開
口78,118 を設けたパネル構造としたため、配線が容易
にできるとともに、技術を要することなく、閉塞板であ
る閉塞合板85や閉塞耐火ボード122 などを取り付けるの
みで一平面状の構造体に容易に形成できる。
The wall structure 10 is divided into upper and lower parts, and a panel structure is provided in which the lower connecting wiring openings 70 and 111 and the upper connecting wiring openings 78 and 118 are provided at the connecting portions, so that wiring can be easily performed. The technique can be easily formed into a one-plane structure simply by attaching the closed plywood 85 or the closed fire-resistant board 122, which is a closed plate, without requiring any technology.

【0099】また、外壁構造体61の下部に外壁構造体61
の内部に連通する通気路101 を設けた通気用巾木95を設
けたため、特に部屋9の床面側に溜まりやすい湿気の覆
い空気を排出でき、かびが発生したり外壁構造体61が朽
ちるなどの損傷を防止できる。
The outer wall structure 61 is provided below the outer wall structure 61.
The ventilation skirting 95 provided with the ventilation passage 101 communicating with the inside of the interior of the room 9 can exhaust the cover air of the moisture which tends to accumulate particularly on the floor side of the room 9, causing mold and the outer wall structure 61 to decay. Damage can be prevented.

【0100】一方、床用パネル構造体15および天井用パ
ネル構造体42に遮音シート25およびハニカム状の遮音部
材24を設けたため、床用パネル構造体15および天井用パ
ネル構造体42を施工するのみで、上層階からの騒音を遮
断し下層階へ騒音が漏れることを防止できるとともに、
遮音部材24の空気層により断熱効果も得られ、省エネル
ギ化も容易に図れる。
On the other hand, since the sound insulation sheet 25 and the honeycomb-shaped sound insulation member 24 are provided on the floor panel structure 15 and the ceiling panel structure 42, only the floor panel structure 15 and the ceiling panel structure 42 are constructed. In this way, noise from the upper floor can be cut off and noise can be prevented from leaking to the lower floor,
The air layer of the sound insulating member 24 also provides a heat insulating effect, and can easily save energy.

【0101】また、各床構造体5、天井構造体7および
壁構造体10を形成する前にあらかじめ断熱材11を施工し
て断熱層12を設けるため、各床構造体5、天井構造体7
および壁構造体10を構成する各パネル構造に断熱構造を
設ける必要がなく、またウレタンボードなどのエレベー
タにて搬入できる断熱材11を用いるので、容易に断熱施
工ができ、省エネルギ化も容易に図れる。
Further, before the floor structure 5, ceiling structure 7 and wall structure 10 are formed, a heat insulating material 11 is applied in advance to provide a heat insulating layer 12, so that each floor structure 5, ceiling structure 7
It is not necessary to provide a heat insulating structure in each panel structure constituting the wall structure 10, and since the heat insulating material 11 such as urethane board which can be carried in by an elevator is used, heat insulating work can be easily performed, and energy saving can be easily achieved. I can do it.

【0102】さらに、改築に当たって天井や壁、床など
既存の全てを除去するので、新築同様の構造が得られ
る。
Further, since all existing parts such as ceilings, walls, floors and the like are removed in the remodeling, a structure similar to a new building can be obtained.

【0103】また、床下から天井裏までを連通するパネ
ル構造とし、天井裏に配設した排気装置53にて略強制的
に空気を排出するため、内部に隠る湿気を除去でき、各
部材の損傷を防止できる。
Further, since a panel structure is provided to communicate from under the floor to the ceiling and the air is exhausted almost forcibly by the exhaust device 53 disposed at the ceiling and the back, moisture hidden inside can be removed, and damage to each member can be prevented. Can be prevented.

【0104】なお、上記実施の一形態において、集合住
宅の鉄筋コンクリート建造物1の改築について説明した
が、例えば戸建て住宅などの構造体にて強度を得る建造
物であるいずれの鉄筋コンクリート建造物1でも利用で
き、同様の効果が得られる。
In the above embodiment, the remodeling of the reinforced concrete building 1 of the apartment house has been described. However, any one of the reinforced concrete buildings 1 that can obtain strength in a structure such as a detached house can be used. The same effect can be obtained.

【0105】また、改築する建造物の構造などにより、
例えば間仕切り構造体を先に施工した後、床構造体5お
よび天井構造体7を順次施工するなど、施工順序は適宜
設定すればよい。
Further, depending on the structure of the building to be renovated,
For example, the construction order may be set as appropriate, for example, after the partition structure is constructed first, the floor structure 5 and the ceiling structure 7 are constructed sequentially.

【0106】さらに、断熱材11は、例えば外部と面する
壁のみに施工し、床、天井、溝部との界壁には要望に対
応して適宜施工すればよい。
Further, the heat insulating material 11 may be applied only to, for example, only the wall facing the outside, and may be applied to the floor, ceiling, and the boundary wall with the groove as required.

【0107】[0107]

【発明の効果】請求項1記載の鉄筋コンクリート建造物
用の建材によれば、角材を枠状に形成した枠状物の少な
くとも一面に一辺に臨む一部を開口して板材を取り付け
た一対のパネル構造体を、板材にて閉塞されない枠状物
の各開口を閉塞して閉塞板を取り付けてパネル構造体を
連結するため、例えばエレベータに搬入可能な大きさに
あらかじめパネル構造体を形成しておくことができ、容
易に搬入できるとともに現場での施工がパネル構造体を
連結するのみでよく、容易に施工でき改築期間も短縮で
き施工性を向上できるとともに、同一形状のパネル構造
体を連結して施工することにより、パネル構造体も容易
に形成でき、コストを低減できる。
According to the construction material for a reinforced concrete building according to the first aspect of the invention, a pair of panels are provided in which a plate is attached to at least one surface of a frame formed by forming a rectangular bar into a frame, with a part thereof open to one side. In order to connect the panel structure by attaching the closing plate by closing each opening of the frame-shaped object which is not closed by the plate material, for example, the panel structure is formed in advance to a size that can be carried into an elevator, for example. It can be easily carried in, and the on-site construction only needs to connect the panel structures.It is easy to construct, shorten the remodeling period, improve the workability, and connect the panel structures of the same shape. By performing the construction, the panel structure can be easily formed, and the cost can be reduced.

【0108】請求項2記載の鉄筋コンクリート建造物用
の建材によれば、請求項1記載の鉄筋コンクリート建造
物用の建材の効果に加え、一方のパネル構造体に枠状物
の閉塞板にて閉塞される開口と反対側に通気用開口部を
開口形成し、通気可能なスリットを開口する巾木を通気
用開口部を閉塞して取り付けるため、改築後の居住空間
内やパネル構造体と鉄筋コンクリート建造物との間に湿
気が隠って、かびの発生やパネル構造体が朽ちて損傷す
るなどを防止できる。
According to the building material for a reinforced concrete building according to the second aspect, in addition to the effect of the building material for a reinforced concrete building according to the first aspect, one of the panel structures is closed by a frame-shaped closing plate. A ventilation opening is formed on the side opposite to the opening to be opened, and a baseboard that opens a ventilation slit is closed and attached to the ventilation opening, so the inside of the renovated living space, panel structure and reinforced concrete building Moisture can be hidden between them, preventing the occurrence of mold and the decay and damage of the panel structure.

【0109】請求項3記載の鉄筋コンクリート建造物用
の建材によれば、角材が枠状に形成された枠状物の少な
くとも一面が板材にて閉塞されたパネル構造体を、鉄筋
コンクリート建造物の床面を覆って複数敷き詰めて施工
するため、例えばエレベータに搬入可能な大きさにあら
かじめパネル構造体を形成しておくことができ、容易に
搬入できるとともに現場での施工がパネル構造体を連結
するのみでよく、容易に施工でき改築期間も短縮でき施
工性を向上できるとともに、同一形状のパネル構造体を
連結して施工することにより、パネル構造体も容易に形
成でき、コストを低減できる。
According to the construction material for a reinforced concrete building according to the third aspect, a panel structure in which at least one surface of a frame-like material in which a square member is formed in a frame shape is closed by a plate material is used as a floor surface of a reinforced concrete building. To cover and build multiple panels, for example, it is possible to form a panel structure in advance to a size that can be carried into an elevator, and it is easy to carry in and construction at the site is only by connecting the panel structures The construction can be performed easily and easily, the remodeling period can be shortened, and the workability can be improved. In addition, by connecting and constructing panel structures of the same shape, the panel structure can be easily formed and the cost can be reduced.

【0110】請求項4記載の鉄筋コンクリート建造物用
の建材によれば、請求項3記載の鉄筋コンクリート建造
物用の建材の効果に加え、パネル構造体の少なくとも四
隅に取り付けた支持脚により、パネル構造体を鉄筋コン
クリート建造物の床面からの距離を可変可能に支持する
ため、鉄筋コンクリート建造物の床面が平滑でなくても
パネル構造体を容易に水平を維持して施工できる。
According to the building material for a reinforced concrete building according to the fourth aspect, in addition to the effect of the building material for a reinforced concrete building according to the third aspect, the panel structure is provided by the supporting legs attached to at least four corners of the panel structure. Since the distance from the floor of the reinforced concrete building is variably supported, the panel structure can be easily maintained and leveled even if the floor of the reinforced concrete building is not smooth.

【0111】請求項5記載の鉄筋コンクリート建造物用
の建材によれば、角材が枠状に形成された枠状体を鉄筋
コンクリート建造物の天井から複数吊り下げ支持し、こ
れら複数の枠状体に角材が枠状に形成された枠状物の一
面を閉塞して板材を取り付けたパネル構造体を取り付け
て鉄筋コンクリート建造物の天井を覆うので、例えばエ
レベータに搬入可能な大きさにあらかじめパネル構造体
を形成しておくことができ、容易に搬入できるとともに
現場での施工がパネル構造体を連結するのみでよく、容
易に施工でき改築期間も短縮でき施工性を向上できると
ともに、同一形状のパネル構造体を連結して施工するこ
とにより、パネル構造体も容易に形成でき、コストを低
減できる。
According to the construction material for a reinforced concrete building according to the fifth aspect, a plurality of frame members each having a frame formed in a frame shape are suspended from the ceiling of the reinforced concrete building and supported by the plurality of frame members. Covers the ceiling of a reinforced concrete building by attaching a panel structure to which one side of a frame-shaped object formed in a frame shape is closed and attaching a plate material, so that a panel structure is formed in advance to a size that can be carried into an elevator, for example. It is easy to carry in, and it is only necessary to connect the panel structure at the site, and it is easy to construct, shorten the remodeling period, improve the workability, and make the panel structure of the same shape By connecting and constructing, the panel structure can be easily formed, and the cost can be reduced.

【0112】請求項6記載の鉄筋コンクリート建造物用
の建材によれば、請求項1ないし5いずれか一記載の鉄
筋コンクリート建造物用の建材の効果に加え、パネル構
造体に遮音部材を設けたため、パネル構造体を施工する
のみで、遮音性および断熱性を容易に得ることができ
る。
According to the construction material for a reinforced concrete building according to the sixth aspect, in addition to the effect of the construction material for a reinforced concrete building according to any one of the first to fifth aspects, a sound insulating member is provided in the panel structure, so that the panel is provided. Sound insulation and heat insulation can be easily obtained only by constructing the structure.

【0113】請求項7記載の鉄筋コンクリート建造物用
の建材によれば、請求項1ないし6いずれか一記載の鉄
筋コンクリート建造物用の建材の効果に加え、パネル構
造体の枠状物に隣接するパネル構造体の枠状物を連結す
る連結部材が係合する凹溝状の連結溝部を設けるため、
現場でのパネル構造体を容易に連結でき、施工性を向上
できる。
According to the construction material for a reinforced concrete building according to claim 7, in addition to the effect of the construction material for a reinforced concrete building according to any one of claims 1 to 6, the panel adjacent to the frame-shaped object of the panel structure is provided. In order to provide a concave groove-shaped connecting groove portion with which a connecting member for connecting the frame-shaped object of the structure is engaged,
Panel structures at the site can be easily connected, and workability can be improved.

【0114】請求項8記載の鉄筋コンクリート建造物用
の建材によれば、請求項1ないし7いずれか一記載の鉄
筋コンクリート建造物用の建材の効果に加え、縦寸法が
最大で1800mm以下、横寸法が最大で900mm以
下の略長方形状にパネル構造体を形成するため、例えば
エレベータを用いた搬入ができ、容易に取扱できるとと
もに、建造物の単位となる1800mmが最大の寸法で
あることから、既設の鉄筋コンクリート建造物にパネル
構造体を組み合わせて連結する組み付け施工が容易にで
き、施工性を向上できる。
According to the construction material for a reinforced concrete building according to the eighth aspect, in addition to the effect of the construction material for a reinforced concrete building according to any one of the first to seventh aspects, the vertical dimension is not more than 1800 mm and the horizontal dimension is not more than 1800 mm. Since the panel structure is formed in a substantially rectangular shape having a maximum size of 900 mm or less, it can be carried in using an elevator, for example, and can be easily handled. It is easy to assemble and connect a panel structure to a reinforced concrete building, thereby improving workability.

【0115】請求項9記載の鉄筋コンクリート建造物の
改築方法によれば、既設の内壁部材を除去し、床用パネ
ル構造体を露出した鉄筋コンクリート建造物の床を覆っ
て複数敷き詰め、次に鉄筋コンクリート建造物の天井か
ら吊り下げ支持した枠状体に天井用パネル構造体を取り
付け、次に一対の壁面用パネル構造体の枠状物の開口す
る一辺を対向させて閉塞板を開口に亘って取り付けて連
結し鉄筋コンクリート建造物の壁面に取り付けるととも
に間仕切りするため、例えばエレベータに搬入可能な大
きさにあらかじめ床用パネル構造体、枠状体、天井用パ
ネル構造体および壁面用パネル構造体を形成しておくこ
とができ、容易に搬入できるとともに現場での施工が各
床用パネル構造体、枠状体、天井用パネル構造体および
壁面用パネル構造体を適宜連結するのみでよく、容易に
施工でき改築期間も短縮でき施工性を向上できるととも
に、同一形状の床用パネル構造体、枠状体、天井用パネ
ル構造体および壁面用パネル構造体をそれぞれ同一形状
に形成することにより、各床用パネル構造体、枠状体、
天井用パネル構造体および壁面用パネル構造体も容易に
形成で、コストを低減できる。
According to the method of renovating a reinforced concrete building according to the ninth aspect, an existing inner wall member is removed, and a plurality of reinforced concrete buildings are spread over the floor of the reinforced concrete building exposing the floor panel structure. A ceiling panel structure is attached to a frame suspended from and supported by the ceiling of the ceiling, and then a pair of wall panel structures is attached to each other so that the open sides of the frame are opposed to each other, and a closing plate is attached across the opening and connected. For mounting and partitioning on the wall of a reinforced concrete building, for example, a floor panel structure, a frame, a ceiling panel structure, and a wall panel structure must be formed in advance in a size that can be carried into an elevator. Panel structures, floor structures, ceiling panel structures, and wall panel structures that can be easily carried in and constructed on site. It is only necessary to connect appropriately, it is easy to construct, the renovation period can be shortened and the workability can be improved, and the floor panel structure, frame, ceiling panel structure and wall panel structure of the same shape can be respectively By forming the same shape, each floor panel structure, frame-like body,
The ceiling panel structure and the wall panel structure can be easily formed, and the cost can be reduced.

【0116】請求項10記載の鉄筋コンクリート建造物
の改築方法によれば、請求項9記載の鉄筋コンクリート
建造物の改築方法の効果に加え、床用パネル構造体を施
工する前の露出する鉄筋コンクリート面に断熱材を被覆
施工するため、断熱施工が容易にできる。
According to the method for remodeling a reinforced concrete building according to the tenth aspect, in addition to the effect of the method for remodeling a reinforced concrete building according to the ninth aspect, the exposed reinforced concrete surface before the floor panel structure is constructed is insulated. Heat insulation can be easily performed because the material is covered.

【0117】請求項11記載の鉄筋コンクリート建造物
の改築方法によれば、請求項9または10記載の鉄筋コ
ンクリート建造物の改築方法の効果に加え、縦寸法が最
大で1800mm以下、横寸法が最大で900mm以下
の略長方形状に各床用パネル構造体、枠状体、天井用パ
ネル構造体および壁面用パネル構造体を形成するため、
例えばエレベータを用いた搬入ができ、容易に取扱でき
るとともに、建造物の単位となる1800mmが最大の
寸法であることから、既設の鉄筋コンクリート建造物に
パネル構造体を組み合わせて連結する組み付け施工が容
易にでき、施工性を向上できる。
According to the method for remodeling a reinforced concrete building according to the eleventh aspect, in addition to the effect of the method for rebuilding a reinforced concrete building according to the ninth or tenth aspect, the maximum vertical dimension is 1800 mm or less and the maximum horizontal dimension is 900 mm. In order to form each floor panel structure, frame body, ceiling panel structure and wall panel structure in the following substantially rectangular shape,
For example, it can be carried in using an elevator and can be handled easily, and since the maximum dimension of 1800 mm, which is the unit of the building, is combined with the existing reinforced concrete building, it is easy to assemble and connect the panel structure. And workability can be improved.

【0118】請求項12記載の鉄筋コンクリート建造物
の改築方法によれば、請求項9ないし11いずれか一記
載の鉄筋コンクリート建造物の改築方法の効果に加え、
床用パネル構造体、天井用パネル構造体および壁面用パ
ネル構造体の各枠状物の隣接する側面に設けた凹溝状の
連結溝部に連結部材を係合して各床用パネル構造体、天
井用パネル構造体および壁面用パネル構造体を連結する
ため、現場での各床用パネル構造体、天井用パネル構造
体および壁面用パネル構造体を容易に連結でき、施工性
を向上できる。
According to the method for remodeling a reinforced concrete building according to claim 12, in addition to the effect of the method for remodeling a reinforced concrete building according to any one of claims 9 to 11,
A floor panel structure, a ceiling panel structure and a wall panel structure each of which has a connecting member engaged with a concave groove-shaped connecting groove provided on an adjacent side surface of each frame-shaped object, and each floor panel structure; Since the ceiling panel structure and the wall panel structure are connected, the floor panel structure, the ceiling panel structure, and the wall panel structure at the site can be easily connected, and the workability can be improved.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の実施の一形態を示す鉄筋コンクリート
建造物の改築方法のフローチャートである。
FIG. 1 is a flowchart of a method of remodeling a reinforced concrete building showing one embodiment of the present invention.

【図2】同上鉄筋コンクリート建造物の一居住空間を示
す断面図である。
FIG. 2 is a cross-sectional view showing one living space of the reinforced concrete building.

【図3】同上鉄筋コンクリート建造物の一居住空間を示
す断面図である。
FIG. 3 is a sectional view showing one living space of the reinforced concrete building.

【図4】上記改築工程を説明する鉄筋コンクリート建造
物に床構造体を形成した状況を示す平面断面図である。
FIG. 4 is a plan sectional view showing a state in which a floor structure is formed on a reinforced concrete building for explaining the rebuilding process.

【図5】同上床構造体を示す断面図である。FIG. 5 is a cross-sectional view showing the same floor structure.

【図6】同上床用パネル構造体を示す平面図である。FIG. 6 is a plan view showing the same floor panel structure.

【図7】同上一部を切り欠いた側面図である。FIG. 7 is a side view in which a part is cut away.

【図8】同上調整パネルを示す平面図である。FIG. 8 is a plan view showing the adjustment panel.

【図9】同上断面図である。FIG. 9 is a sectional view of the same.

【図10】上記改築工程を説明する鉄筋コンクリート建
造物に天井構造体を形成した状況を示す平面断面図であ
る。
FIG. 10 is a plan sectional view showing a state in which a ceiling structure is formed on a reinforced concrete building for explaining the rebuilding process.

【図11】同上天井構造体を示す断面図である。FIG. 11 is a sectional view showing the ceiling structure.

【図12】同上下地パネルを示す平面図である。FIG. 12 is a plan view showing the same underlying panel.

【図13】同上断面図である。FIG. 13 is a sectional view of the same.

【図14】同上天井用パネル構造体を示す平面図であ
る。
FIG. 14 is a plan view showing the same ceiling panel structure.

【図15】同上一部を切り欠いた断面図である。FIG. 15 is a cross-sectional view in which a part of the same is cut away.

【図16】上記改築工程を説明する鉄筋コンクリート建
造物に外壁構造体を形成した状況を示す平面断面図であ
る。
FIG. 16 is a plan cross-sectional view showing a state in which an outer wall structure is formed on a reinforced concrete building for explaining the remodeling process.

【図17】同上側面断面図である。FIG. 17 is a sectional side view of the same.

【図18】同上平面図である。FIG. 18 is a plan view of the same.

【図19】同上梁部分での外壁構造体を示す平面図であ
る。
FIG. 19 is a plan view showing the outer wall structure in the same beam portion.

【図20】同上梁部分での外壁構造体を示す断面図であ
る。
FIG. 20 is a cross-sectional view showing the outer wall structure at the beam portion.

【図21】同上梁部分の拡大図である。FIG. 21 is an enlarged view of the same beam part.

【図22】同上下外壁パネルを示す平面図である。FIG. 22 is a plan view showing the upper and lower outer wall panels.

【図23】同上一部を切り欠いた断面図である。FIG. 23 is a cross-sectional view partially cut away of the same.

【図24】同上側面断面図である。FIG. 24 is a sectional side view of the same.

【図25】同上上外壁パネルを示す平面図である。FIG. 25 is a plan view showing the upper outer wall panel.

【図26】同上一部を切り欠いた断面図である。FIG. 26 is a cross-sectional view in which a part of the above is cut away.

【図27】同上側面断面図である。FIG. 27 is a sectional side view of the same.

【図28】同上下外壁パネルに取り付けた外壁廻り縁部
材を示す一部を切り欠いた斜視図である。
FIG. 28 is a partially cutaway perspective view showing an outer wall surrounding edge member attached to the upper and lower outer wall panels.

【図29】同上下外壁パネルに取り付けた通気用巾木を
示す一部を切り欠いた斜視図である。
FIG. 29 is a partially cutaway perspective view showing the ventilation baseboard attached to the upper and lower outer wall panels.

【図30】上記改築工程を説明する鉄筋コンクリート建
造物に間仕切り構造体を形成した状況を示す平面断面図
である。
FIG. 30 is a plan sectional view showing a state in which a partition structure is formed in a reinforced concrete building for explaining the remodeling process.

【図31】同上平面断面図である。FIG. 31 is a plan sectional view of the same.

【図32】同上側面断面図である。FIG. 32 is a sectional side view of the same.

【図33】同上下間仕切りパネルを示す平面図である。FIG. 33 is a plan view showing the upper and lower partition panel.

【図34】同上一部を切り欠いた断面図である。FIG. 34 is a cross-sectional view of the same as above, with a portion cut away.

【図35】同上側面断面図である。FIG. 35 is a sectional side view of the same.

【図36】同上上間仕切りパネルを示す平面図である。FIG. 36 is a plan view showing the upper partition panel.

【図37】同上一部を切り欠いた断面図である。FIG. 37 is a cross-sectional view partially cut away of the same.

【図38】同上側面断面図である。FIG. 38 is a sectional side view of the same.

【図39】同上上外壁パネルに取り付けた間仕切り廻り
縁部材を示す一部を切り欠いた斜視図である。
FIG. 39 is a partially cutaway perspective view showing the partition surrounding edge member attached to the upper outer wall panel.

【符号の説明】[Explanation of symbols]

1 鉄筋コンクリート建造物 4 床面 6 天井の天井面 8 壁面 11 断熱材 15 鉄筋コンクリート建造物用の建材であるパネル構
造体としての床用パネル構造体 21,43,44,65,107 角材 22 枠状物である床枠状物 23 板材である合板 24 遮音部材 26 板材である抑え合板 27,47 連結溝部 28,48,83,120 連結部材であるやとい実 31 支持脚 41 枠状体である下地パネル 42 鉄筋コンクリート建造物用の建材であるパネル構
造体である天井パネル構造体 45 枠状物である天井枠状物 46,68,110 板材である耐火ボード 63 鉄筋コンクリート建造物用の建材であるパネル構
造体としての壁面用パネル構造体である下外壁パネル 64 鉄筋コンクリート建造物用の建材であるパネル構
造体としての壁面用パネル構造体である上外壁パネル 66 枠状物である下外壁枠状物 71 通気用開口部 72,112 連結溝部である下部連結溝部 75 枠状物である上外壁枠状物 79,119 連結溝部である上部連結溝部 85 閉塞板である閉塞合板 95 巾木である通気用巾木 105 鉄筋コンクリート建造物用の建材であるパネル
構造体としての壁面用パネル構造体である下間仕切りパ
ネル 106 鉄筋コンクリート建造物用の建材であるパネル
構造体としての壁面用パネル構造体である上間仕切りパ
ネル 108 枠状物である下間仕切り枠状物 115 枠状物である上間仕切り枠状物 122 閉塞板である閉塞耐火ボード
DESCRIPTION OF SYMBOLS 1 Reinforced concrete structure 4 Floor surface 6 Ceiling ceiling surface 8 Wall surface 11 Insulation material 15 Panel structure for floor as panel structure which is a building material for reinforced concrete structures 21, 43, 44, 65, 107 Square timber 22 Frame material Floor frame-like material 23 Plywood as a plate material 24 Sound insulation member 26 Holding plywood as a plate material 27,47 Connecting groove portions 28,48,83,120 Reality as a connecting member 31 Support leg 41 Base panel as a frame-like body 42 Ceiling panel structure that is a panel structure that is a building material for reinforced concrete buildings 45 Ceiling frame that is a frame material 46, 68, 110 Fire-resistant board that is a plate material 63 Panel structure that is a building material for a reinforced concrete building Lower outer wall panel as a wall panel structure as a ceiling 64 Upper outer wall panel as a wall panel structure as a panel structure as a building material for a reinforced concrete building 66 Lower outer wall frame as a frame 71 Ventilation Open Sections 72, 112 Lower connecting groove, which is a connecting groove 75 Upper outer wall frame, which is a frame 79, 119 Upper connecting groove, which is a connecting groove 85 Closed plywood, which is a closing plate 95 Vent baseboard, which is a baseboard 105 Reinforced concrete Lower partition panel which is a panel structure for a wall as a panel structure which is a building material for a building 106 Upper partition panel which is a panel structure for a wall which is a panel structure which is a building material for a reinforced concrete building 108 Frame-shaped object The lower partition frame, which is a frame 115 The upper partition frame, which is a frame 122 A closed fire-resistant board which is a blocking plate

Claims (12)

【特許請求の範囲】[Claims] 【請求項1】 角材が枠状に形成された枠状物およびこ
の枠状物の少なくとも一面に取り付けられ一辺から連続
し一部を開口して閉塞する板材を備えた一対のパネル構
造体と、 これらパネル構造体の前記板材にて閉塞されない枠状物
にそれぞれ開口を閉塞して取り付けられ前記パネル構造
体を連結する閉塞板とを具備したことを特徴とする鉄筋
コンクリート建造物用の建材。
1. A pair of panel structures each comprising: a frame member in which a square member is formed in a frame shape; and a plate member attached to at least one surface of the frame member and continuous from one side and partially closed and opened. A panel for a reinforced concrete building, comprising: a panel-shaped member which is not closed by the plate member of the panel structure and whose opening is closed and connected to the panel structure.
【請求項2】 パネル構造体の一方は、枠状物の一面に
閉塞板にて閉塞される開口と反対側の一辺に臨む一部に
通気用開口部を開口し、 前記通気用開口部を閉塞して取り付けられ通気可能なス
リットを開口する巾木を具備したことを特徴とする請求
項1記載の鉄筋コンクリート建造物用の建材。
2. One of the panel structures has an opening for ventilation on a part of one side facing the side opposite to the opening closed by the closing plate on one surface of the frame-like object. The building material for a reinforced concrete building according to claim 1, further comprising a baseboard that is closed and attached to open a ventable slit.
【請求項3】 角材が枠状に形成された枠状物およびこ
の枠状物の少なくとも一面を閉塞する板材を備え、鉄筋
コンクリート建造物の床面を覆って複数敷き詰められる
パネル構造体を備えたことを特徴とする鉄筋コンクリー
ト建造物用の建材。
3. A panel-like structure comprising a frame-like material in which a square member is formed in a frame-like shape and a plate material closing at least one surface of the frame-like material, and a plurality of panel structures covering a floor surface of a reinforced concrete building. Building materials for reinforced concrete buildings, characterized by the following.
【請求項4】 パネル構造体の少なくとも四隅に取り付
けられ前記パネル構造体を鉄筋コンクリート建造物の床
面からの距離を可変可能に支持する支持脚を具備したこ
とを特徴とする請求項3記載の鉄筋コンクリート建造物
用の建材。
4. The reinforced concrete according to claim 3, further comprising support legs attached to at least four corners of the panel structure to variably support the panel structure at a distance from the floor surface of the reinforced concrete building. Building materials for buildings.
【請求項5】 角材が枠状に形成され鉄筋コンクリート
建造物の天井から吊り下げ支持される枠状体と、 この枠状体に取り付けられ、角材が枠状に形成された枠
状物およびこの枠状物の一面を閉塞する板材を備え前記
鉄筋コンクリート建造物の天井を覆うパネル構造体とを
具備したことを特徴とする鉄筋コンクリート建造物用の
建材。
5. A frame member in which a square member is formed in a frame shape and suspended from a ceiling of a reinforced concrete building, a frame member attached to the frame member, and a square member formed in a frame shape, and the frame And a panel structure for covering a ceiling of the reinforced concrete building with a plate member closing one surface of the shaped article.
【請求項6】 パネル構造体は、遮音部材を備えたこと
を特徴とした請求項1ないし5いずれか一記載の鉄筋コ
ンクリート建造物用の建材。
6. The building material for a reinforced concrete building according to claim 1, wherein the panel structure includes a sound insulating member.
【請求項7】 枠状物は、隣接するパネル構造体の枠状
物を連結する連結部材が係合する凹溝状の連結溝部を有
したことを特徴とする請求項1ないし6いずれか一記載
の鉄筋コンクリート建造物用の建材。
7. The frame-shaped object has a concave groove-shaped connecting groove for engaging a connecting member for connecting the frame-shaped objects of adjacent panel structures. A building material for a reinforced concrete building as described.
【請求項8】 パネル構造体は、縦寸法が最大で180
0mm以下、横寸法が最大で900mm以下の略長方形
状であることを特徴とする請求項1ないし7いずれか一
記載の鉄筋コンクリート建造物用の建材。
8. The panel structure has a maximum vertical dimension of 180.
The building material for a reinforced concrete building according to any one of claims 1 to 7, wherein the building material has a substantially rectangular shape having a horizontal dimension of 0 mm or less and a maximum of 900 mm or less.
【請求項9】 鉄筋コンクリート建造物の既設の内壁部
材を除去して鉄筋コンクリート面を露出し、 角材が枠状に形成された枠状物およびこの枠状物の少な
くとも一面を閉塞する板材を備えた床用パネル構造体を
前記鉄筋コンクリート建造物の床面を覆って複数敷き詰
めて、 この床用パネル構造体を敷き詰めた後に、角材が枠状に
形成された枠状体を前記鉄筋コンクリート建造物の天井
から複数吊り下げ支持し、これら枠状体の下面に角材が
枠状に形成された枠状物およびこの枠状物の一面を閉塞
する板材を備えた天井用パネル構造体を前記鉄筋コンク
リート建造物の天井を覆って複数取り付け、 この天井用パネル構造体を取り付けた後に、角材が枠状
に形成された枠状物およびこの枠状物の少なくとも一面
を一辺から連続し一部を開口して閉塞する板材を備えた
一対の壁面用パネル構造体の前記板材にて閉塞されない
枠状物の開口する一辺を対向させ、閉塞板を前記一対の
壁面用パネル構造体の開口に亘って取り付けて前記開口
を閉塞しつつ連結し、これら対をなす壁面用パネル構造
体を複数連結して鉄筋コンクリート建造物の壁面を覆う
とともに間仕切りすることを特徴とする鉄筋コンクリー
ト建造物の改築方法。
9. A floor provided with a frame-like member having a frame-like shape in which an existing inner wall member of a reinforced concrete building is removed to expose a reinforced concrete surface, and a plate member closing at least one surface of the frame-like material. After laying a plurality of panel structures for covering the floor surface of the reinforced concrete building, and after laying the floor panel structures, a plurality of frame-like bodies having square members formed in a frame shape are cut from the ceiling of the reinforced concrete building. Suspended and supported, a ceiling panel structure including a frame-like material in which a square member is formed in a frame-like shape on the lower surface of these frame-like materials and a plate material closing one surface of the frame-like material is used for the ceiling of the reinforced concrete building. After mounting the ceiling panel structure, a square member is formed into a frame, and at least one surface of the frame is continuous from one side and partially opened. A pair of wall panel structures having a plate material to be closed are opposed to open sides of a frame-shaped object that is not closed by the plate material, and a closing plate is attached across the opening of the pair of wall panel structures. A method of remodeling a reinforced concrete building, characterized in that the openings are closed while being connected, and a plurality of paired wall panel structures are connected to cover and partition the walls of the reinforced concrete building.
【請求項10】 床用パネル構造体を施工前に露出する
鉄筋コンクリート面を断熱材にて被覆施工することを特
徴とする請求項9記載の鉄筋コンクリート建造物の改築
方法。
10. The method of renovating a reinforced concrete building according to claim 9, wherein the reinforced concrete surface exposed before the construction of the floor panel structure is covered with a heat insulating material.
【請求項11】 床用パネル構造体、枠状体、天井用パ
ネル構造体および壁面用パネル構造体は、縦寸法が最大
で1800mm以下、横寸法が最大で900mm以下の
略長方形状であることを特徴とする請求項9または10
記載の鉄筋コンクリート建造物の改築方法。
11. The floor panel structure, the frame-shaped body, the ceiling panel structure, and the wall panel structure have a substantially rectangular shape having a maximum vertical dimension of 1800 mm or less and a maximum horizontal dimension of 900 mm or less. 11. The method according to claim 9, wherein:
The method of renovating the reinforced concrete building described.
【請求項12】 床用パネル構造体、天井用パネル構造
体および壁面用パネル構造体の各枠状物に、隣接するこ
れら床用パネル構造体、天井用パネル構造体および壁面
用パネル構造体と接する側面に位置して凹溝状の連結溝
部をそれぞれ設け、 前記対向する連結溝部に連結部材を係合して隣接する各
床用パネル構造体、天井用パネル構造体および壁面用パ
ネル構造体を連結することを特徴とする請求項9ないし
11いずれか一記載の鉄筋コンクリート建造物の改築方
法。
12. A floor panel structure, a ceiling panel structure, and a wall panel structure which are adjacent to each frame of the floor panel structure, the ceiling panel structure, and the wall panel structure. A concave groove-shaped connecting groove portion is provided on each of the side surfaces that are in contact with each other, and a floor member, a ceiling panel structure, and a wall panel structure that are adjacent to each other by engaging a connecting member with the opposing connecting groove. The method of remodeling a reinforced concrete building according to any one of claims 9 to 11, wherein the reinforced concrete building is connected.
JP15209199A 1999-05-31 1999-05-31 Renovation method of wall structure and reinforced concrete building Expired - Fee Related JP3243231B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Application Number Priority Date Filing Date Title
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JP3243231B2 JP3243231B2 (en) 2002-01-07

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2004090233A1 (en) * 2003-04-07 2004-10-21 Hang Yong Byun Repair and reinforcement system of existing structure using reaction force of pressurizing means and method thereof
CN106088650A (en) * 2016-07-19 2016-11-09 山东建筑大学 A kind of building with brick-concrete structure underground that is applicable to increases method and the building of layer
JP7038246B1 (en) 2021-08-25 2022-03-17 憲正 西田 Reinforcing bar RC structure regeneration method and regeneration structure

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2004090233A1 (en) * 2003-04-07 2004-10-21 Hang Yong Byun Repair and reinforcement system of existing structure using reaction force of pressurizing means and method thereof
CN106088650A (en) * 2016-07-19 2016-11-09 山东建筑大学 A kind of building with brick-concrete structure underground that is applicable to increases method and the building of layer
JP7038246B1 (en) 2021-08-25 2022-03-17 憲正 西田 Reinforcing bar RC structure regeneration method and regeneration structure
WO2023026844A1 (en) * 2021-08-25 2023-03-02 憲正 西田 Regeneration method and regeneration structure for reinforced concrete (rc) construction
JP2023031834A (en) * 2021-08-25 2023-03-09 憲正 西田 Regeneration method and regeneration structure of reinforced rc structure

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