JPH0213625A - Construction of house - Google Patents
Construction of houseInfo
- Publication number
- JPH0213625A JPH0213625A JP16204488A JP16204488A JPH0213625A JP H0213625 A JPH0213625 A JP H0213625A JP 16204488 A JP16204488 A JP 16204488A JP 16204488 A JP16204488 A JP 16204488A JP H0213625 A JPH0213625 A JP H0213625A
- Authority
- JP
- Japan
- Prior art keywords
- members
- house
- square
- pillar
- angular
- 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
Links
- 238000010276 construction Methods 0.000 title abstract description 9
- 239000000463 material Substances 0.000 claims description 47
- 238000000034 method Methods 0.000 claims description 13
- 230000002787 reinforcement Effects 0.000 claims description 8
- 238000005260 corrosion Methods 0.000 claims description 3
- 238000005192 partition Methods 0.000 claims description 3
- 238000007747 plating Methods 0.000 claims description 2
- 229910000831 Steel Inorganic materials 0.000 abstract description 7
- 239000010959 steel Substances 0.000 abstract description 7
- 238000009434 installation Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 15
- 238000007796 conventional method Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005246 galvanizing Methods 0.000 description 2
- 239000004566 building material Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000011381 foam concrete Substances 0.000 description 1
- 238000000638 solvent extraction Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- 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、鉄骨を骨組とした家の構築方法に関する。[Detailed description of the invention] [Industrial application field] The present invention relates to a method of constructing a house using a steel frame.
従来の鉄骨を用いた家（２階建）の構築方法を第９図〜
第１１図に示すが、図に示すように外側に２階に通じる
角パイプからなる通柱１０を建て、上部及び中間部材に
梁材１１．１２を連結し、中間に柱１３．１４を建て、
横補強の為に１６ｍｍ程度の九筋からなるプレース１５
〜工８を角パイプの中心部に設けて軸組を行っていた。Figure 9 shows how to build a house (two-story) using a conventional steel frame.
As shown in Figure 11, a pillar 10 consisting of a square pipe leading to the second floor is built on the outside, beams 11.12 are connected to the upper and middle members, and a pillar 13.14 is built in the middle. ,
Place 15 consisting of nine strips of about 16 mm for lateral reinforcement
~Work 8 was installed in the center of the square pipe and the frame was assembled.
従って、外胴縁にて施行する場合には、第１１図に示す
ように通柱１０及び柱１３．１３ａを連結する胴縁１９
．２０を設け、該１ｔｌｉ縁１９．２０に外装材の一例
であるＡＬＣ（発泡気泡コンクリート）板２１．２２を
張りつけ、内側には縦横に木の胴縁２３．２４を取付け
この表面に内壁材２５を取付けていた。Therefore, when carrying out the work on the outer rim, as shown in FIG.
．． ALC (foamed cellular concrete) boards 21.22, which are an example of exterior material, are attached to the 1tli edges 19.20, and wooden rims 23.24 are installed vertically and horizontally on the inside, and inner wall materials 25 are attached to this surface. was installed.
また、内胴縁にて施工する場合には第１０図に示すよう
に、外側に直接ＡＬＣ板２６．２７を張りつけ、内側に
は上記プレース１５〜１８を避けて取付は用の胴縁２８
を嵌め込み、内壁材２９を取付けていた。In addition, when installing on the inner rim, as shown in FIG.
was fitted and the inner wall material 29 was installed.
ところが、上記の如く外胴縁にて施行する場合には、通
柱１０及び柱１３．１３ａの外側に胴縁１９．２０を取
付けて、その外側にＡＬＣ板２１．２２を取付けている
ので、全体として外側に張出るという問題点があり、更
には第１１図に示すように内壁に段３０ができるという
問題点があった。However, when carrying out the work on the outer rim as described above, the rim 19.20 is attached to the outside of the pillar 10 and the pillar 13.13a, and the ALC board 21.22 is attached to the outside of the rim 19.20. There was a problem that the entire structure protruded outward, and furthermore, there was a problem that a step 30 was formed on the inner wall as shown in FIG.
また、内胴縁にて施行する場合には柱の中間部にプレー
ス１５〜１８が入っているので、適当に胴縁を切欠いて
施行しなければならず、施行が手間であるという問題点
があった。In addition, when performing the construction on the inner rim, there are places 15 to 18 in the middle of the pillar, so the rim must be cut out appropriately, which causes the problem that the construction is time-consuming. there were.
そして、これらいずれの場合であっても、予め・長い通
柱やその中間にある短い柱等を必要とじているので、柱
や梁等の骨材の規格化が困難であり、更には外壁材ある
いは外壁材を張るのに多数の胴縁を必要とするという問
題点があった。In any of these cases, long columns and short columns in between are required, so it is difficult to standardize the aggregate materials for columns and beams, and furthermore, it is difficult to standardize the aggregate materials for the columns and beams. Another problem was that a large number of rims were required to cover the exterior walls.
本発明は、このような事情に鑑みてなされたもので、建
築材料き規格化が容易にできて、材料及び工期が少なく
て済む家の構築方法の提供することを目的とする。The present invention has been made in view of the above circumstances, and an object of the present invention is to provide a method of constructing a house that can easily standardize building materials and requires less materials and construction period.
上記目的に沿う本発明に係る家の構築方法は、両端に取
付板が設けられた２、３〜３．５ｍの対向する角パイプ
を上下及び中間部を上記角パイプより小さい角型部材か
らなる水平部材及び補強となる斜め部材によって外面が
同一平面上に位置するように連結し規格化されて製造さ
れた平面基材と、両端に取付板が設けられた２、３〜３
．５ｍの３本の柱となる角パイプを上下及び中間部を上
記角パイプより小さい角型部材からなる水平部材及び補
強となる斜め部材によって直角に曲がりしかもその角部
材の外面が同一平面上に位置するように連結し規格化さ
れた直角部材と、これらを連結する梁材を用意し、上記
直角部材を角部に配置し、上記平面部材を平面部あるい
は仕切り部に配置して一階ごと柱を個々に立設して家全
体の軸組を形成するようにして構成されている。The method of constructing a house according to the present invention in accordance with the above-mentioned object is to use square pipes of 2, 3 to 3.5 m that are opposite each other with mounting plates provided at both ends, and the upper, lower and middle parts thereof are made of square members smaller than the above-mentioned square pipes. 2, 3 to 3, which have a standardized flat base material connected and manufactured so that the outer surfaces are located on the same plane by horizontal members and diagonal members serving as reinforcement, and mounting plates provided at both ends.
．． Three 5m square pipes are bent at right angles at the top, bottom and middle by horizontal members made of square members smaller than the square pipes and diagonal members for reinforcement, and the outer surfaces of the corner members are located on the same plane. Prepare right-angled members that are connected and standardized so that the beams connect them, and place the right-angled members at the corners and the planar members on the planar or partition parts to create columns for each floor. It is constructed by erecting each one individually to form the framework of the entire house.
ここで、角バイブ及び角型部材は防蝕メッキが施されて
いるものを使用するのが好ましく、また角型部材とは角
パイプの他に溝型鋼をいう。Here, it is preferable to use the square vibrator and the square member that are coated with anti-corrosion plating, and the square member refers to channel steel in addition to the square pipe.
本発明に係る家の構築方法においては、家全体の軸組を
形成するに際して、予め両端に取付板が設けられた２、
３〜３．５ｍの対向する角パイプを上下及び中間部を上
記角パイプより小さい角型部材からなる水平部材及び補
強となる斜め部材によって外面が同一平面上に位置する
ように連結した平面基材と、両端に取付板が設けられた
２、３〜３．５ｍの３本の柱となる角パイプを上下及び
中間部を上記角バイブより小さい角型部材からなる水平
部材及び補強となる斜め部材によって直角に曲がりしか
もその角部材の外面が同一平面上に位置するように連結
した直角基材とを予め規格化して製造しておき、直角基
材を角部に平面基材を平面部あるいは仕切り部に配置し
、下部は基礎によって連結すると共に、上部は梁によっ
て連結し、２階を構築する場合には更にこの上に上記平
面基材と直角基材を載せて、上部を必要な梁によって連
結し、屋根組を載せることによって家全体の軸組ができ
ることになる。In the method of constructing a house according to the present invention, when forming the framework of the entire house, mounting plates are provided at both ends in advance;
A planar base material in which the upper, lower, and middle parts of 3 to 3.5 m square pipes are connected so that their outer surfaces are located on the same plane by horizontal members made of square members smaller than the square pipes and diagonal members serving as reinforcement. Then, three square pipes of 2, 3 to 3.5 m each with mounting plates on both ends are installed, and the upper, lower and middle parts are horizontal members made of square members smaller than the above-mentioned square vibrator, and diagonal members for reinforcement. The right-angled base material is bent at a right angle and connected so that the outer surfaces of the corner members are located on the same plane. The lower part is connected by a foundation, and the upper part is connected by a beam. When building a second floor, the above-mentioned flat base material and right-angled base material are placed on top of this, and the upper part is connected by the necessary beams. By connecting them and placing the roof frame on top, you can create a frame for the entire house.
ここで、上記平面基材及び直角基材は上下および中間部
を上記角パイプより小さい角型部材によって連結し、し
かも補強となる斜め部材（筋交い）が配置されているの
で、極めて耐震強度が大きくなり、更には上記角型部材
及び斜め部材は外面が同一平面状にあるように固着され
ているので、外装材を取付ける際して直に柱、角型部材
あるいは斜め部材に取付けることができて外側のＩＩＭ
ｉ＆を省略できる。Here, the above-mentioned flat base material and right-angled base material are connected at the top, bottom, and in the middle by a square member smaller than the square pipe, and diagonal members (braces) for reinforcement are arranged, so the earthquake resistance is extremely high. Furthermore, since the square member and the diagonal member are fixed so that their outer surfaces are on the same plane, they can be directly attached to the pillar, square member, or diagonal member when installing the exterior material. outer IIM
i& can be omitted.
また、内側は角型部材及び斜め部材を統一して置くこと
によって一定の木製の間柱あるいは胴縁を内部に挿入す
ることができ、これによって内壁面も容易に施行するこ
とができる。Moreover, by placing the square members and the diagonal members together on the inside, certain wooden studs or rims can be inserted into the interior, thereby making it possible to easily install the inner wall surface.
続いて、添付した図面を参照しつつ、本発明方法を具体
化した実施例につき説明し、本発明の理解に供する。Next, examples embodying the method of the present invention will be described with reference to the attached drawings to provide an understanding of the present invention.
ここに、第１図及び第２図は本発明方法を適用した家の
部分軸組図、第３図は第１図における矢視Ｐ−Ｐ断面図
、第４図は第２図における矢視Ｑ−Ｑ断面図、第５図は
本発明方法を適用して構築しようとする家の一階の間取
り図、第６図は該構築しようとする家の２階の梁状図、
第７図は該構築しようとする家の１階の梁状図、第８図
は該構築しようとする家の軸組図である。Here, FIGS. 1 and 2 are partial frame diagrams of a house to which the method of the present invention is applied, FIG. 3 is a sectional view taken along arrow P-P in FIG. 1, and FIG. 4 is a view taken along arrows in FIG. A Q-Q sectional view, FIG. 5 is a floor plan of the first floor of a house to be constructed by applying the method of the present invention, and FIG. 6 is a beam diagram of the second floor of the house to be constructed.
FIG. 7 is a beam diagram of the first floor of the house to be constructed, and FIG. 8 is a framework diagram of the house to be constructed.
まず、第１図〜第４図に示すように予め直角基材３１と
平面基材３２を工場において製造しておくのでこれにつ
いて詳しく説明する。First, as shown in FIGS. 1 to 4, a right-angled base material 31 and a flat base material 32 are manufactured in advance in a factory, and will be described in detail.
上記直角基材３１は３本の角パイプ（１００Ｘ １００
Ｘ２．３） ３３〜３５を用意し、これらを９１０ ｍ
ｍの中心間隔で直角に曲がるように配置し、上下及び中
間部を角型部材の一例である角パイプ（７５Ｘ ７５
Ｘ２．３） ３６〜３８によって溶接連結し、斜め部材
を同じ角パイプ（７５Ｘ７５ｘ２．３） ３９．４０に
よって第１図の如く溶接固定して、更にその上端及び下
端にボルト孔が形成されて取付板４１．４２．４３を溶
接固着する。なお、全体の長さは２７２０ｍｍになるよ
うに角パイプ３３〜３５を決定して置き、全体が完成し
た後溶融亜鉛鍍金を行い防蝕処理をしておく。The right angle base material 31 is made of three square pipes (100X 100
X2.3) Prepare 33 to 35 and connect them to 910 m
They are arranged so as to be bent at right angles with a center spacing of m, and the upper, lower and middle parts are made of square pipes (75
X2.3) 36 to 38 are welded and connected, and the diagonal members are welded and fixed using the same square pipe (75 x 75 x 2.3) 39.40 as shown in Figure 1, and bolt holes are formed at the upper and lower ends for installation. Weld and secure the plates 41, 42, 43. Note that the square pipes 33 to 35 are determined and placed so that the overall length is 2720 mm, and after the entire structure is completed, hot-dip galvanizing is performed to prevent corrosion.
次に、平面基材３２を第２図、第４図に示すように、２
本の角パイプ（１００Ｘ１００ Ｘ２．３） ４４．４
５を用意し、これらを９１０１の中心間隔で配置し、上
下及び中間部を角型部材の一例である角バイブ（７５Ｘ
７５ｘ２．３） ４６〜４８によって溶接連結し、斜め
部材を同じ角パイプ（７５Ｘ７５Ｘ２．３） ４９．５
０によって第３図の如く溶接固定して、更にその上端及
び下端にボルト孔が形成されて取付板５１．５２を溶接
固着する。なお、全体の長さは２７２０ｍｍになるよう
に角パイプ４４．４５を決定して置き、全体が完成した
後溶融亜鉛鍍金を行い、これらの直角基材３１、平面基
材３２を多数予め工場にて製作して多数用意して置く。Next, as shown in FIGS. 2 and 4, the planar base material 32 is
Book square pipe (100X100X2.3) 44.4
5, arrange them at center intervals of 9101, and use a square vibrator (75X
75x2.3) 46 to 48 are welded and connected, and the diagonal members are the same square pipe (75x75x2.3) 49.5
0 as shown in FIG. 3, bolt holes are formed at the upper and lower ends thereof, and mounting plates 51 and 52 are welded and fixed. In addition, square pipes 44 and 45 are determined and placed so that the overall length is 2720 mm, and after the whole is completed, hot-dip galvanizing is performed, and a large number of these right-angled base materials 31 and flat base materials 32 are sent to the factory in advance. Make them and prepare a large number of them.
そして、第１図及び第２図に示すように図示しない基礎
の上に所定個数の直角基材３１及び平面基材３２をアン
カーボルトで固定した後、２階の重量を支えるＨ型鋼（
Ｈ２Ｏ２Ｘ１００ ｘ５．５ ｘ８）からなる梁材５３
によって全体を連結し、次にこの梁材５３の上に更に必
要な直角基材３１及び平面基材３２を取付け、その上部
に上記Ｈ型鋼からなる梁材５４を取付けて全体を固定し
た後、屋根組５５を取付け、全体の骨材の軸組が完成す
る。As shown in FIGS. 1 and 2, a predetermined number of right-angled base materials 31 and flat base materials 32 are fixed on the foundation (not shown) with anchor bolts, and then the H-shaped steel (
Beam material 53 made of H2O2X100 x5.5 x8)
Then, the necessary right-angled base material 31 and planar base material 32 are further attached on top of this beam material 53, and the beam material 54 made of the above-mentioned H-beam steel is attached on top of the beam material 54 and the whole is fixed. The roof assembly 55 is attached, and the entire aggregate framework is completed.
この様子を第５図に１階の間取り図（２階については省
略する）を示す家の場合には第６図及び第７図に示すよ
うにその梁状図がなり、第６図及び第７図に示す伏梁図
における軸組図を第８図（Ａ）、ＣＢ） 、（Ｃ） 、
（Ｄ） 、（Ｅ） 、（Ｆ） 、（Ｇ） 、（Ｈ）に示
すが、第８図中（Ａ）は第６図、第７図における矢視Ａ
−Ａ軸組図を、（Ｂ）は第７図における矢視Ｂ−ＢＭ組
図を、（Ｃ）は第６図、第７図における矢視Ｃ−ＣＨ組
図を１（Ｄ）は第７図における矢視Ｄ−Ｄ軸組図を、（
Ｅ）は第６図、第７図における矢視Ｅ−Ｅ軸組図を、（
Ｆ）は第６図、第７図における矢視Ｆ−Ｆ軸組図を、Ｃ
Ｇ）は第６図、第７図における矢視Ｇ−Ｇ軸組図を、（
Ｈ）は第７図における矢視Ｈ−Ｈ軸組図を示す。In the case of a house whose floor plan for the first floor is shown in Figure 5 (the second floor is omitted), the beam plan will be as shown in Figures 6 and 7. Figure 8 (A), CB), (C),
(D), (E), (F), (G), and (H), and (A) in FIG. 8 is the arrow direction A in FIGS. 6 and 7.
-A axis assembly diagram, (B) is the arrow B-BM assembly diagram in Figure 7, (C) is the arrow C-CH assembly diagram in Figures 6 and 7, 1 (D) is the The arrow view D-D axis diagram in Figure 7 is (
E) shows the E-E axis diagram in the arrow direction in Figs. 6 and 7, (
F) is the arrow F-F axis diagram in Figures 6 and 7, and C
G) is the arrow G-G axis diagram in Figures 6 and 7, (
H) shows an arrow H-H axis diagram in FIG. 7.
図に示すように家の角部には殆ど直角基材３１を使用し
、平面部あるいは仕切りの部分には平面基材３２を使用
している。これによって全体が強い耐震構造の軸組とな
る。As shown in the figure, right-angled base materials 31 are used for most of the corners of the house, and flat base materials 32 are used for the flat parts or partition parts. This makes the whole structure a strong earthquake-resistant framework.
外壁にはＡＬＣ板を使用するが、直接直角基材３１及び
平面基材３２の外側に張ることができる、この場合、角
パイプ３６〜４０．４６〜５０からなる斜め部材及び上
下中間に設けられている連結部材も柱となる角パイプ３
３〜３５．４４．４６と外側面が一致しているので胴縁
等を必要とせず容易にＡＬＣ板を取付けることができる
。An ALC board is used for the outer wall, but it can be applied directly to the outside of the right-angled base material 31 and the flat base material 32. In this case, the ALC board is installed directly on the outside of the right-angled base material 31 and the flat base material 32. Square pipe 3 that also serves as a pillar for connecting members
3 to 35, 44, and 46, the ALC plate can be easily attached without requiring a rim or the like.
また内壁は例えば第４図に示すように角パイプ４６〜５
０（３６〜４０においても同様）に厚みが２７１１１ｆ
ｆｉ程度の木屑縁５６を取付け、この上に内壁５７を設
けることになる。In addition, the inner wall has square pipes 46 to 5, for example, as shown in Fig. 4.
0 (same for 36 to 40) has a thickness of 27111f
A wood scrap edge 56 of approximately fi is attached, and an inner wall 57 is provided on top of this.
本発明に係る家の構築方法は以上の説明からも明らかな
ように、従来の柱の代わりに予め工場で生産された一定
の直角基材及び平面基材を使用しているので、現場作業
が少なくなり結果として工期、工費の縮減を図ることが
できる。As is clear from the above description, the method of constructing a house according to the present invention uses certain right-angled base materials and flat base materials that are pre-produced in a factory instead of conventional pillars, so on-site work is easy. As a result, the construction period and construction cost can be reduced.
しかも、上記直角基材及び平面基材の面方向の断面係数
は非常の大きいので、直角基材を家の隅部材に、ｆ面Ｗ
材を仕切り、壁の平面図に配置することによって強い耐
震構造の家を造ることができる。Moreover, since the section modulus in the plane direction of the right-angled base material and the plane base material is very large, the right-angled base material is used as a corner member of a house, and the f-plane W
By partitioning the materials and arranging them in the plan of the walls, it is possible to build a house with a strong earthquake-resistant structure.
そして、上記直角基材及び平面基材の主部材となる角パ
イプよりこれらを連結する水平部材及び斜め部材の小さ
く１定し、しかもこれらの外面が同一平面にあるように
構成しているので、外壁材の取付けに胴縁が不要となる
。The horizontal and diagonal members that connect the rectangular pipes, which are the main members of the right-angled base material and the planar base material, are small and constant, and their outer surfaces are on the same plane. No need for a rim when attaching exterior wall materials.
また、内壁を取付ける胴縁は適当な厚みのものを選択す
ることによって、柱、壁の厚みを最小限にすることがで
き、土地の利用度が向上し、主部材となる角パイプも内
側にふきでない。In addition, by selecting the appropriate thickness for the rim to which the inner wall is attached, the thickness of the pillars and walls can be minimized, improving land utilization, and square pipes, which are the main components, can be placed inside. It's not a wipe.
更に、本発明方法においては、まず−階を構築した後２
階のステージを作り、このステージの１−に２階の柱と
なる部分を建てることが可能となるので、従来の如く細
長い柱に登るという作業が不要になって安全性が増す。Furthermore, in the method of the present invention, after first constructing the -story, the second floor is constructed.
Since it is possible to create a stage for each floor and build a pillar for the second floor on stage 1-, there is no need to climb up a long and narrow pillar as in the past, increasing safety.
第１図及び第２図は本発明方法を適用した家の部分軸組
図、第３図は第１図における矢視Ｐ−Ｐ断面図、第４図
は第２図における矢視Ｑ−Ｑ断面図、第５図は本発明方
法を適用して構築しようとする家の一階の間取り図、第
６図は該構築しようとする家の２階の梁伏図、第７図は
該構築しようとする家の１階の梁伏図、第８図（Ａ）
、（Ｂ） 、（Ｃ） 、（Ｄ） 、（ｌミ） 、（Ｆ）
、（ｒ；） 、（Ｈ）は該構築しようとする家の軸組
図、第９図は従来例に係る柱の構築方法を示す側面し〕
、第１０Ｌ石及び第１１図は従来例の柱及び壁の構築方
法を示す平断面図である。
〔符号の説明〕
３１ −一−−直角基材、３２−一−−−−−平面基材
、３３〜４０．４４〜５０−・−一一一一角パイブ、４
１〜４３．５１．５２−−−−一取付板、５３．５４−
・・−・−梁材、５５−・−・−屋根組
代理人 弁理士 中＋ｆｉ＋ 富士男第１０図
］○ ど９ とと １３Figures 1 and 2 are partial frame diagrams of a house to which the method of the present invention has been applied, Figure 3 is a sectional view taken along the line P-P in Figure 1, and Figure 4 is a cross-sectional view taken along the line Q-Q in Figure 2. 5 is a floor plan of the first floor of a house to be constructed by applying the method of the present invention, FIG. 6 is a beam plan of the second floor of the house to be constructed, and FIG. 7 is a diagram of the construction. Liang-fu map of the first floor of the house to be built, Figure 8 (A)
, (B) , (C) , (D) , (lmi) , (F)
, (r;), (H) are frame diagrams of the house to be constructed, and FIG. 9 is a side view showing a conventional method of constructing columns.]
, No. 10L stone, and FIG. 11 are plan sectional views showing a conventional method of constructing columns and walls. [Explanation of symbols] 31 -1--Right angle base material, 32-1--Plane base material, 33-40.44-50-.-111 monogonal pipe, 4
1~43.51.52----1 mounting plate, 53.54-
...--beam material, 55----roofing agent patent attorney middle + fi + Fujio Figure 10] ○ Do9 Toto 13
Claims (2)
向する角パイプを上下及び中間部を上記角パイプより小
さい角型部材からなる水平部材及び補強となる斜め部材
によって外面が同一平面上に位置するように連結し規格
化されて製造された平面基材と、両端に取付板が設けら
れた２．３〜３．５ｍの３本の柱となる角パイプを上下
及び中間部を上記角パイプより小さい角型部材からなる
水平部材及び補強となる斜め部材によって直角に曲がり
しかもその角部材の外面が同一平面上に位置するように
連結し規格化された直角部材と、これらを連結する梁材
を用意し、上記直角部材を角部に配置し、上記平面部材
を平面部あるいは仕切り部に配置して一階ごと柱を個々
に立設して家全体の軸組を形成することを特徴とする家
の構築方法。(1) The upper, lower and middle parts of opposing square pipes of 2.3 to 3.5 m each with mounting plates provided at both ends are connected to horizontal members made of square members smaller than the above square pipes and diagonal members serving as reinforcement. A flat base material that is connected and standardized so that it is located on the same plane, and a rectangular pipe that becomes three pillars of 2.3 to 3.5 m each with mounting plates provided at both ends are attached at the top, bottom, and middle. A horizontal member made of a square member smaller than the square pipe and a diagonal member serving as reinforcement, which are bent at right angles and connected so that the outer surfaces of the corner members are located on the same plane, and are standardized. Prepare beams to connect the walls, place the right-angled members at the corners, place the planar members on the planar sections or partitions, and erect columns individually for each floor to form the framework of the entire house. A method of building a house characterized by:
る請求の範囲第１項記載の家の構築方法。(2) The method for constructing a house according to claim 1, wherein the square pipe and the square member are coated with anti-corrosion plating.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16204488A JPH0833025B2 (en) | 1988-06-28 | 1988-06-28 | How to build a house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16204488A JPH0833025B2 (en) | 1988-06-28 | 1988-06-28 | How to build a house |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0213625A true JPH0213625A (en) | 1990-01-18 |
| JPH0833025B2 JPH0833025B2 (en) | 1996-03-29 |
Family
ID=15747026
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP16204488A Expired - Fee Related JPH0833025B2 (en) | 1988-06-28 | 1988-06-28 | How to build a house |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0833025B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0726741A (en) * | 1993-07-06 | 1995-01-27 | Kawamoto Kunichika | Building |
-
1988
- 1988-06-28 JP JP16204488A patent/JPH0833025B2/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0726741A (en) * | 1993-07-06 | 1995-01-27 | Kawamoto Kunichika | Building |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0833025B2 (en) | 1996-03-29 |
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