JPH04213646A - Method for constructing with bare column wall and stud wall framing finished on both sides by using ceramics panel for wooden and steel framed light residence - Google Patents
Method for constructing with bare column wall and stud wall framing finished on both sides by using ceramics panel for wooden and steel framed light residenceInfo
- Publication number
- JPH04213646A JPH04213646A JP41414890A JP41414890A JPH04213646A JP H04213646 A JPH04213646 A JP H04213646A JP 41414890 A JP41414890 A JP 41414890A JP 41414890 A JP41414890 A JP 41414890A JP H04213646 A JPH04213646 A JP H04213646A
- Authority
- JP
- Japan
- Prior art keywords
- panel
- panel body
- wall
- ceramic
- constructing
- 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.)
- Pending
Links
- 239000000919 ceramic Substances 0.000 title claims abstract description 42
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 10
- 239000010959 steel Substances 0.000 title claims abstract description 10
- 238000000034 method Methods 0.000 title claims abstract description 6
- 238000009432 framing Methods 0.000 title 1
- 238000010276 construction Methods 0.000 claims abstract description 39
- 230000005494 condensation Effects 0.000 claims abstract description 9
- 238000009833 condensation Methods 0.000 claims abstract description 9
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 claims description 11
- 239000002184 metal Substances 0.000 claims description 11
- 229910052751 metal Inorganic materials 0.000 claims description 11
- 229910052725 zinc Inorganic materials 0.000 claims description 11
- 239000011701 zinc Substances 0.000 claims description 11
- 230000013011 mating Effects 0.000 claims description 7
- 229910010293 ceramic material Inorganic materials 0.000 claims description 5
- 239000002023 wood Substances 0.000 claims description 5
- 238000009434 installation Methods 0.000 claims description 2
- 238000005728 strengthening Methods 0.000 abstract description 2
- 239000000463 material Substances 0.000 description 17
- 238000010586 diagram Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 239000003365 glass fiber Substances 0.000 description 3
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 241001330002 Bambuseae Species 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
Description
【発明の詳細な説明】
産業上の利用分野
本発明は、木造、鉄骨、軽量住宅用セラミツクスパネル
体の真壁、大壁工法に関する。DETAILED DESCRIPTION OF THE INVENTION Field of Industrial Application The present invention relates to a construction method for solid walls and large walls of ceramic panel bodies for wooden structures, steel frames, and lightweight houses.
従来の技術
従来、真壁、大壁工法の壁下地材は湿式工法であつて、
竹小舞に代わる壁下地材について、本発明者が永年にわ
たり研究開発に成功し昭和６０年４月３日出願（実願昭
６０−５０３４６号）した「拡縮自在な壁下地材」によ
る木造、鉄骨、軽量住宅に使用する壁下地材であつた。Conventional technology In the past, the wall base materials for Makabe and Ohkabe construction methods were wet construction methods.
The present inventor has successfully researched and developed a wall base material that can replace bamboo shavings for many years, and has filed an application on April 3, 1985 (Utility Application No. 50346, 1985) for a wooden structure made from a ``scalable wall base material.'' It was a wall base material used in steel-framed, lightweight houses.
前記本出願人の技術は在来の竹小舞の下地材と違い、そ
の出願した要旨は「多数の透穴と多数の突起を有する金
属板製の壁下地材であつて、壁が施工されるべき四角形
枠内に少くとも４種類の四角形の下地材を組合せ上下お
よび左右に隣接する下地材同志の重なり巾をスライド式
に調整して組立てる」の技術手段のものである。前記手
段の拡縮自在な壁下地材は建設大臣に認定壁倍率１．５
の強度を有した湿式工法であつて、下塗、中塗り、上塗
りの左官工事完成によつて壁体施工のものであつた。業
界では、日本古来の土壁工法を乾式パネル化したものが
久しく要望されていた。The technology of the present applicant is different from the conventional Takekomai base material. At least four types of rectangular base materials are assembled within a rectangular frame to be assembled by slidingly adjusting the overlapping widths of adjacent base materials vertically and horizontally. The expandable wall base material of the above means is certified by the Minister of Construction with a wall magnification of 1.5.
It was a wet construction method that had the strength of 100%, and was used for wall construction by completing the plastering of the base coat, intermediate coat, and top coat. The industry has long been requesting a dry panel version of Japan's ancient earthen wall construction method.
発明が解決しようとする課題
上記技術においては、小舞壁に代わる拡縮自在な壁下地
材にあつても湿式工法であつて左官工事（下塗り、中塗
り、上塗り）が必要不可欠のものである。左官職人の不
足、材料不足、季節に左右されるため工期が長い。量産
性に欠ける。施工性がわるい。本発明は、上記情勢に鑑
み施工性のよい乾式のセラミツクスパネル体に結露防止
用の通孔部とパネル体の強度を増すためにパネル体にタ
ンバツクル付きの張線を具備させた壁体施工方法を提供
することを目的とする。Problems to be Solved by the Invention In the above technology, even if it is a wall base material that can be expanded or contracted in place of a small wall, it is a wet construction method and plastering (undercoat, intermediate coat, top coat) is indispensable. The construction period is long due to a shortage of plasterers, a shortage of materials, and depending on the season. Lack of mass production. Poor workability. In view of the above situation, the present invention provides a wall construction method in which a dry ceramic panel body with good workability is provided with a through hole for preventing dew condensation and a tension wire with a tumbler in order to increase the strength of the panel body. The purpose is to provide
課題を解決するための手段
本発明は、その実施例図面第１図〜５図に示すように、
木造、鉄骨軸に施工するセラミツクスパネル体であつて
、結露防止孔、パネル強度用の張線孔、調節口、取付金
物を具備した乾式で一体成型体を分割可能に成型された
セラミツクスパネル体（Ａ、Ｂ、Ｃ）の真壁、大壁工法
において、前記軸組完了次第に外壁寸法に応じて成型さ
れた四角形状のセラミツクスパネル体（Ａ）、（Ｂ）、
（Ｃ）を施工するに際し前記四角形のセラミツクスパネ
ル体（Ａ）、（Ｂ）、（Ｃ）は数種類の混合骨材（１５
）とセラミツクス材（１６）でもつて乾燥成型され該内
部を襷状に張線を通す空通孔部（７）、調節口（８）、
結露防止用空通孔部（１０）と柱にビス止めする取付け
金物を設け、施工されるべき左右の柱（２）と土台（３
）、胴差し（４）および梁（５）に３種類のパネル体を
（Ａ）、（Ｂ）、（Ｃ）を仮止めの手段と、タンバツク
ル付き張線（６）を各パネル体の空通孔部（７）に襷状
に装入し、調節口（８）でタンバツクル（９）で調節締
付け固定させる手段と前記パネル体を亜鉛ビス（１１）
と強度増用金具（１２）で柱、土台、胴差し、梁廻りを
ビス打止めと、金属製の下地部材（１）にプレス加工し
取付けの強度増用取付け金具（１）に亜鉛ビスでもつて
１５０〜１５５ｍ／ｍ間隔でビス止め手段と前記各パネ
ル体の次合せ箇所（１７）にハンドベツタで、かしめビ
ス止めと外壁の次合せ箇所（１３）に油性用コーキング
して前記パネル体を外壁寸法に応じ壁体構築する乾式の
セラミツクスパネル体の工法である。Means for Solving the Problems As shown in the embodiment drawings of FIGS. 1 to 5, the present invention has the following features:
A ceramic panel body constructed on a wooden or steel frame shaft, which is dry-molded so that it can be divided into one piece, and is equipped with holes for preventing condensation, wire holes for panel strength, adjustment ports, and mounting hardware. In the true wall and large wall construction methods of A, B, and C), rectangular ceramic panel bodies (A), (B), which are molded according to the outer wall dimensions as soon as the framework is completed.
When constructing (C), the rectangular ceramic panels (A), (B), and (C) were mixed with several types of mixed aggregate (15
) and ceramic material (16) are dry-molded, and the air hole part (7) through which tension wires are passed in a sash-like manner, an adjustment port (8),
The air vent hole (10) for preventing condensation and the mounting hardware to be screwed to the pillar are provided, and the left and right pillars (2) and foundation (3) to be constructed are installed.
), means for temporarily fixing three types of panel bodies (A), (B), and (C) to the trunk mounts (4) and beams (5), and tension wires with tambuckles (6) to the blanks of each panel body. Zinc screws (11) are inserted into the through hole (7) in a folded manner, and are adjusted and fixed by means of a tumbler (9) at the adjustment port (8) and the panel body.
Fix the pillars, foundations, body sills, and beams with screws using the strength-increasing metal fittings (12), press them into the metal base member (1), and use zinc screws as the mounting strength-increasing metal fittings (1). Then, at intervals of 150 to 155 m/m, apply oil-based caulk to the screw fixing means and the next mating points (17) of each of the panel bodies with a hand-stick, and apply oil-based caulk to the caulking screws and the next mating spots (13) of the outer wall. This is a dry ceramic panel construction method that constructs walls according to dimensions.
作 用
上記構成によれば、軸組完了次第に外壁寸法に応じて成
型された四角形状のセラミツクスパネル体（Ａ）、（Ｂ
）、（Ｃ）の構造を述べれば混合骨材（１５）はシラス
材、バルン材、セラミツクス材、ガラス繊維と金属性の
壁下地材とラス綱と強度増用骨材を組み合せし、成型し
たセラミツクスパネル体である。施工されるべき左右の
柱（２）と土台（３）、胴差し（４）および梁（５）に
３種類のセラミツクスパネル体を（Ａ）、（Ｂ）、（Ｃ
）を順次仮止めしタンバツクル付の張線（６）をパネル
体の空通孔部（７）に差し込みし、調節口（８）のタン
バツクル（９）により張線強度を調節し締め付け固定す
る。パネル体（Ａ）、（Ｂ）、（Ｃ）に結露防止の空通
孔部（１０）で空気貫流により結露が生じない。亜鉛ビ
ス（１１）で強度増用取付け金物（１）′、（１２）と
柱、土台、胴差し、梁をビスで打止めし、金属製の下地
部材の強度増用取付金具（１）′を亜鉛ビスでもつて１
５０〜１５５ｍ／ｍ間隔でビス止めする。前記分割成型
の乾式セラミツクスパネル体は簡単な施工手段により構
築することができる真壁、大壁工法である。Function According to the above configuration, as soon as the framework is completed, the rectangular ceramic panels (A) and (B) are formed according to the outer wall dimensions.
) and (C), the mixed aggregate (15) is formed by combining shirasu wood, balloon wood, ceramic material, glass fiber, metal wall base material, lath steel, and strength-enhancing aggregate. It is a ceramic panel body. Three types of ceramic panels were placed (A), (B), and (C) on the left and right pillars (2), foundations (3), girders (4), and beams (5) to be constructed.
) are sequentially temporarily tightened, and the tension wire (6) with a tambuckle is inserted into the air hole (7) of the panel body, the tension strength is adjusted using the tambuckle (9) of the adjustment port (8), and the tension wire is tightened and fixed. Condensation does not occur in the panel bodies (A), (B), and (C) due to the air flow through the condensation-preventing air holes (10). Use zinc screws (11) to fix the strength-enhancing mounting hardware (1)', (12), columns, foundations, sills, and beams with screws, and use the strength-enhancing mounting hardware (1)' for metal base members. Attach with zinc screw 1
Fasten with screws at intervals of 50 to 155 m/m. The above-mentioned split-molded dry ceramic panel body can be constructed using a simple construction method using a straight wall or large wall construction method.
実 施 例
以下図面に示した実施例にもとづいて本発明を詳細に説
明する。第１図は、本工法に使用したセラミツクスパネ
ル体の木造構造施工図である。第２図は、本工法に使用
したセラミツクスパネル体の真壁工法図である。第３図
は、本工法に使用したセラミツクスパネル体の大壁工法
図である。第４図は、本工法に使用のセラミツクスパネ
ル体の斜視図である。第５図は、本工法に使用のセラミ
ツクスパネル体の側面図である。本発明は前記した第１
図〜第５図により構成されたもので以下、これを詳細に
説明する。本発明は、木造、鉄骨軸組に施工するセラミ
ツクスパネル体であつて、結露防止孔、パネル強度用の
張線孔、調節口、取付け金物を具備した乾式で一体成型
体を分割可能に成型されたセラミツクスパネル体（Ａ、
Ｂ、Ｃ）の真壁、大壁工法において、前記軸組完了次第
に外壁寸法に応じて成型された四角形状のセラミツクス
パネル体（Ａ）（該Ａ体は土台、柱方向に取付金物付き
パネル体である）、セラミツクスパネル体（Ｂ）（該Ｂ
体は中間体のパネルで柱方向取付金物付きパネル体であ
る）セラミツクスパネル体（Ｃ）（該Ｃ体は胴差し、梁
、柱方向取付金物付きパネル体である）を施工するに際
し、第４図、第５図に示す前記四角形状のセラミツクス
パネル体（Ａ）、（Ｂ）、（Ｃ）には数種類の混合骨材
（１５）（該骨材の構成は、シラス材、バルン材、セラ
ミツクス材、不燃用ガラス繊維である）とセラミツクス
材（１６）でもつて乾燥成型され該内部を襷状に張線を
通す空通孔部（７）、調節口（８）、結露防止用の空通
孔部（１０）と柱にビス止めする取付け金物を設け、施
工されるべき左右の柱（２）と土台（３）、胴差し（４
）および梁（５）に３種類のセラミツクスパネル体を（
Ａ）、（Ｂ）、（Ｃ）を順次仮止めの手段と、タンバツ
クル付き張線（６）を各パネル体の空通孔部（７）に襷
状に装入し、調節口（８）でタンバツクル（９）で調節
、締付け固定させる手段と前記パネル体を亜鉛ビス（１
１）と強度増用金具（１２）で柱、土台、胴差し、梁廻
りをビス打止めと、金属製の下地部材（１）にプレ加工
し取付けの強度増用取付け金具（１）′に亜鉛ビスでも
つて１５０〜１５５ｍ／ｍ間隔でビス止め手段と前記各
パネル体の次合せ箇所（１７）にハンドベツタで、かし
めビス止めと外壁の次合せ箇所（１３）に油性用コーキ
ングして前記パネル体を外壁寸法に応じて壁体構築する
工法手段が本発明である。本発明は上記した構成手段に
より構築施工するもので、その施工性の特長を述べれば
前記したようにセラミツクスパネル体（Ａ）、（Ｂ）、
（Ｃ）の使用材は、シラス材、バルン材、セラミツク材
、ガラス繊維等を使用し、内壁材として、強度増用骨材
（１）（本発明者が開発した四角形状金属性の拡縮自在
な壁下地材で亜鉛１．６ｍ／ｍプレス折まげ骨材′（１
））と外壁材としてラス綱部材（１４）と強度増用骨材
を組合せしてパネル体が成型のものである。該パネル体
（Ａ）、（Ｂ）、（Ｃ）等の次合せ（ハンドベツタ）を
プラインドリベツト等で、次合せを「カシメ」すること
で、クラツクが起らない。本発明の上記工法によれば建
築基準法壁倍率の計算不足を補うために前記パネル体に
具備のタンバツクル筋かい施工（ＪＩＳＡ５５４０建築
用タンバツクル羽子板ボルトと胴とのセツト）により強
度調整をおこなうことができるので、３階建、４階建に
も使用が可能に構造設計がなされている。本発明のパネ
ル体の取付方法について簡単に述べると、第１図〜５図
に示すように上棟が終り垂直に建物ができ次第、使用土
台箇所に水切を入れ、セラミツクスパネル体（Ａ）を仮
止めする、つぎにセラミツクスパネル体（Ｂ）とセラミ
ツクスパネル体（Ｃ）を仮止めし、タンバツクル付き張
線（６）を襷状に差し込み土台（３）と胴差し（４）ま
たは梁（５）にボルト（図示せず）で止め、タンバツク
ル（９）を締付け完了後、セラミツクスパネル体（Ａ）
、（Ｂ）、（Ｃ）をビス止する次合せ箇所はハンドベツ
タ（図示せず）でカシメ、ビスで止める。点検完了後に
外壁の次合せ箇所は油性用コーキング等で仕上げる。内
部分は、補修材で修正を行なう。前記手段のパネル体工
法が本発明である。Embodiments The present invention will be explained in detail below based on embodiments shown in the drawings. Figure 1 is a construction drawing of the wooden structure of the ceramic panel body used in this construction method. Figure 2 is a diagram of the Makabe construction method of the ceramic panel body used in this construction method. Figure 3 is a diagram of the large wall construction method for ceramic panels used in this construction method. FIG. 4 is a perspective view of the ceramic panel body used in this construction method. FIG. 5 is a side view of the ceramic panel body used in this construction method. The present invention is based on the first aspect described above.
It is constructed as shown in FIGS. 5 to 5, and will be explained in detail below. The present invention is a ceramic panel body to be constructed on a wooden or steel framework, which is dry-molded in one piece and can be divided into parts, and is equipped with holes for preventing condensation, wire holes for strengthening the panel, adjustment ports, and mounting hardware. ceramic panel body (A,
In the true wall and large wall construction methods of B and C), a rectangular ceramic panel body (A) is molded according to the external wall dimensions as soon as the framework is completed (this A body is a panel body with mounting hardware in the direction of the base and column). ), ceramic panel body (B) (said B
When constructing the ceramic panel body (C) (the body is an intermediate panel and is a panel body with column-direction mounting hardware) (the C body is a panel body with body sills, beams, and column-direction mounting hardware), the fourth The rectangular ceramic panel bodies (A), (B), and (C) shown in FIG. It is dry-molded with a non-combustible glass fiber) and a ceramic material (16), and has a vent hole (7) through which a cord is passed in a sash, a control port (8), and a vent to prevent condensation. Mounting hardware to be screwed to the hole (10) and the pillar are provided, and the left and right pillars (2), base (3), and sill (4) to be installed are installed.
) and beams (5) with three types of ceramic panels (
A), (B), and (C) are sequentially inserted into the air hole (7) of each panel body using the means for temporarily fixing them and the tension wire (6) with a tumbler, and then inserted into the adjustment port (8). The means for adjusting and tightening and fixing with the tambuckle (9) and the panel body are attached with zinc screws (1).
1) and strength-increasing metal fittings (12) to secure the pillars, foundations, body sills, and beams with screws, and pre-process the metal base member (1) to use the strength-increasing mounting metal fittings (1)'. Use zinc screws at intervals of 150 to 155 m/m to the next mating points (17) between the screw fixing means and each of the panel bodies, and then apply oil-based caulk to the caulking screws and the next mating spots (13) on the outer wall. The present invention is a construction method for constructing a wall according to the external wall dimensions. The present invention is constructed and constructed by the above-mentioned construction means, and the features of its workability are as described above: ceramic panel bodies (A), (B),
The materials used in (C) are Shirasu wood, balloon wood, ceramic material, glass fiber, etc., and the strength-increasing aggregate (1) is used as the inner wall material (a rectangular metallic expandable material developed by the present inventor). Zinc 1.6 m/m pressed folded aggregate' (1
)), a lath steel member (14) as an exterior wall material, and strength-enhancing aggregate are combined to form a panel body. Cracks do not occur by "caulking" the next assembly (hand bet) of the panel bodies (A), (B), (C), etc. using a plain rivet or the like. According to the construction method of the present invention, the strength can be adjusted by constructing tumble braces (JISA 5540 architectural tumble battledore bolts and body) installed in the panel body in order to compensate for insufficient calculation of wall magnification according to the Building Standards. Therefore, the structure has been designed so that it can be used in three- and four-story buildings. To briefly describe the installation method of the panel body of the present invention, as soon as the building is completed and the building is built vertically as shown in Figs. Next, temporarily fasten the ceramic panel body (B) and the ceramic panel body (C), and insert the tension wire (6) with tambuckles in a folded manner to connect the base (3) and the joist (4) or beam (5). After tightening the tambuckle (9) with bolts (not shown), remove the ceramic panel body (A).
, (B), and (C) are to be screwed together with screws and caulked with a hand bevel (not shown). After the inspection is complete, finish the joint parts of the exterior wall with oil-based caulking, etc. The internal parts will be repaired using repair materials. The panel body construction method of the above means is the present invention.
発明の効果
本発明は以上述べたように、木造軸組、鉄骨軸組が終り
、外壁寸法（出巾）にて、パネル体（Ａ）、（Ｂ）、（
Ｃ）順次仮止めし強度用タンバツクル付き張線（６）を
差し込み、調節口（８）でタンバツクル（９）を締付固
定する。つぎに亜鉛ビスで強度増用骨材と柱または土台
、梁などビス打ち止めする。前記したように、本発明の
パネル体構築工法によれば、一体で分割形成にしたパネ
ル体（Ａ）、（Ｂ）、（Ｃ）は軽量であつて施工性がよ
いので、人手不足は解消し、工期短縮、コストダウン、
高齢化対策、若年層の定着、安全性においても最適な本
発発明である。Effects of the Invention As described above, the present invention has a wooden frame and a steel frame, and the panel bodies (A), (B), (
C) Insert the temporarily tightened tension wire (6) with a tambuckle for strength in sequence, and tighten and fix the tambuckle (9) using the adjustment port (8). Next, use zinc screws to secure the strength-enhancing aggregate, columns, foundations, and beams. As mentioned above, according to the panel body construction method of the present invention, the panel bodies (A), (B), and (C), which are formed in one piece and divided, are lightweight and easy to construct, so the labor shortage is solved. , shorten construction period, reduce costs,
This invention is also optimal in terms of measures against aging, retention among young people, and safety.
第１図は本工法に使用したセラミツクスパネル体の木造
構造施工図である。
第２図は本工法に使用したセラミツクスパネル体の真壁
工法図である。
第３図は本工法に使用したセラミツクスパネル体大壁工
法図である。
第４図は本工法に使用のセラミツクスパネル体の斜視図
である。
第５図は本工法に使用のセラミツクスパネル体の側面図
である。
（１）……下地部材 （１）′……取付け金
具（２）……柱 （３）……土台 （４）
……胴差し（５）……梁 （６）……タンバツク
ル付き張線（７）……空通孔部 （８）……
調節口（９）……タンバツクル （１０）……空通孔
部（１１）…亜鉛ビス （１２）……強度増
用金具（１３）…次合せ箇所 （１４）……ラス
綱部材（１５）…混合骨材 （１６）……セ
ラミツクス材（１７）……次合せFigure 1 is a construction drawing of the wooden structure of the ceramic panel body used in this construction method. Figure 2 is a diagram of the Makabe construction method of the ceramic panel body used in this construction method. Figure 3 is a diagram of the ceramic panel large wall construction method used in this construction method. FIG. 4 is a perspective view of the ceramic panel body used in this construction method. FIG. 5 is a side view of the ceramic panel body used in this construction method. (1)...Base member (1)'...Mounting bracket (2)...Column (3)...Foundation (4)
... Trunk holder (5) ... Beam (6) ... Tension wire with tambuckle (7) ... Air hole (8) ...
Adjustment port (9)... Tambuckle (10)... Air hole (11)... Zinc screw (12)... Strength increasing metal fitting (13)... Next mating point (14)... Lath rope member (15) …Mixed aggregate (16)…Ceramics material (17)…Next combination
Claims (1)
ル体であつて、結露防止孔、パネル強度用の張線孔、調
節口、取付け金物を具備した乾式で一体成型体を分割可
能に成型されたセラミツクスパネル体（Ａ、Ｂ、Ｃ）の
真壁、大壁工法において、前記軸組完了次第に外壁寸法
に応じて成型された四角形状のセラミツクスパネル体（
Ａ）（該Ａ体は土台、柱方向に取付金物付きパネル体で
ある）、セラミツクスパネル体（Ｂ）（該Ｂ体は中間体
のパネルで柱方向取付金物付きパネル体である）、セラ
ミツクスパネル体（Ｃ）（該Ｃ体は胴差し、梁、柱方向
取付金物付きパネル体である）を施工するに際し、前記
四角形状のパネル体（Ａ）、（Ｂ）、（Ｃ）には数種類
の混合骨材（１５）とセラミツクス材（１６）でもつて
乾燥成型され該内部を襷状に張線を通す空通孔部（７）
、調節口（８）、結露防止用の空通孔部（１０）と柱に
ビス止めする取付け金物を設け、施工されるべき左右の
柱（２）と土台（３）、胴差し（４）および梁（５）に
３種類のセラミツクスパネル体を（Ａ）、（Ｂ）、（Ｃ
）を順次仮止めの手段と、タンバツクル付き張線（６）
を各パネル体の空通孔部（７）に襷状に装入し、調節口
（８）でタンバツクル（９）で調節、締付け固定させる
手段と前記パネル体を亜鉛ビス（１１）と強度増用金具
（１２）で柱、土台、胴差し、梁廻りをビス打止めと、
金属製の下地部材（１）にプレス加工し取付けの強度増
用取付け金具（１）に亜鉛ビス（１１）でもつて１５０
〜１５５ｍ／ｍ間隔でビス止め手段と前記各パネル体の
次合せ箇所（１７）にハンドベツタで、かしめビス止め
と外壁の次合せ箇所（１３）に油性用コーキングして前
記パネル体を外壁寸法に応じて壁体構築することを特徴
とする木造、鉄骨、軽量住宅用セラミツクスパネル体の
真壁、大壁工法。(1) A ceramic panel body constructed on a wooden or steel framework, which is dry molded and can be divided into one piece with holes for preventing condensation, wire holes for panel strength, adjustment ports, and mounting hardware. In the true wall and large wall construction methods for ceramic panel bodies (A, B, and C), as soon as the framework is completed, a square ceramic panel body (
A) (The A body is a panel body with mounting hardware in the base and column direction), Ceramics panel body (B) (The B body is an intermediate panel and a panel body with mounting hardware in the column direction), Ceramics panel When constructing the body (C) (the C body is a panel body with brackets, beams, and column mounting hardware), several types of square panel bodies (A), (B), and (C) were used. A hollow hole portion (7) which is dry-molded with mixed aggregate (15) and ceramic material (16) and through which a tension wire is passed in a sash-like manner.
, an adjustment port (8), a vent hole to prevent condensation (10), and mounting hardware to be screwed to the pillar are provided, and the left and right pillars (2), base (3), and barrel sill (4) to be installed are installed. and three types of ceramic panels (A), (B), (C) on the beam (5).
) in sequence and the tension wire with tambuckle (6)
are inserted into the air holes (7) of each panel body in a folded manner, and the adjustment port (8) is adjusted with a tambuckle (9), and a means for tightening and fixing the panel body is attached with zinc screws (11) to increase strength. Use the metal fittings (12) to fasten the pillars, foundations, sills, and beams with screws.
The metal base member (1) is pressed to increase the strength of installation.The mounting bracket (1) is attached with zinc screws (11) of 150 mm.
At intervals of ~155 m/m, apply oil-based caulk to the screw fixing means and the next mating points (17) of each of the panel bodies using a hand brush, and then apply oil-based caulk to the caulking screws and the next mating spots (13) of the outer wall to adjust the panel body to the dimensions of the outer wall. A method of constructing walls made of wood, steel frames, and ceramic panels for lightweight housing, which is characterized by constructing walls according to the requirements.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP41414890A JPH04213646A (en) | 1990-12-08 | 1990-12-08 | Method for constructing with bare column wall and stud wall framing finished on both sides by using ceramics panel for wooden and steel framed light residence |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP41414890A JPH04213646A (en) | 1990-12-08 | 1990-12-08 | Method for constructing with bare column wall and stud wall framing finished on both sides by using ceramics panel for wooden and steel framed light residence |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH04213646A true JPH04213646A (en) | 1992-08-04 |
Family
ID=18522665
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP41414890A Pending JPH04213646A (en) | 1990-12-08 | 1990-12-08 | Method for constructing with bare column wall and stud wall framing finished on both sides by using ceramics panel for wooden and steel framed light residence |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH04213646A (en) |
-
1990
- 1990-12-08 JP JP41414890A patent/JPH04213646A/en active Pending
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