JPS6221940A - Outer contour building method of wood framework prefabricated house - Google Patents

Outer contour building method of wood framework prefabricated house

Info

Publication number
JPS6221940A
JPS6221940A JP16047085A JP16047085A JPS6221940A JP S6221940 A JPS6221940 A JP S6221940A JP 16047085 A JP16047085 A JP 16047085A JP 16047085 A JP16047085 A JP 16047085A JP S6221940 A JPS6221940 A JP S6221940A
Authority
JP
Japan
Prior art keywords
floor
column
panel
girder
columns
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
JP16047085A
Other languages
Japanese (ja)
Other versions
JPH0434654B2 (en
Inventor
八幡 貞一
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.)
KYORITSU HAUJINGU KK
Original Assignee
KYORITSU HAUJINGU 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 KYORITSU HAUJINGU KK filed Critical KYORITSU HAUJINGU KK
Priority to JP16047085A priority Critical patent/JPS6221940A/en
Publication of JPS6221940A publication Critical patent/JPS6221940A/en
Publication of JPH0434654B2 publication Critical patent/JPH0434654B2/ja
Granted legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 [産業上の利用分野コ この発明は、プレハブ住宅の建築分野に関するものであ
る。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] This invention relates to the field of construction of prefabricated houses.

[従来の技術] プレハブ住宅は、垂直柱と水平梁よりなる四角枠の外面
に壁用パネルを装着して作られ、工期は非常に早かった
が、壁用パネルには、殆ど強度は無く構造体の水平、垂
直gll性を保つために、プレースのみに頼り、また、
壁体的結露を起す可能性が非常に大きかった。また在来
木造軸組工法に於ては、構造体の水平、垂直剛性を保つ
ために、木材による筋交いや火打梁のみにたよっていた
し、工期的に、プレハブに比べ多くの工期がかかった。
[Conventional technology] Prefabricated houses are made by attaching wall panels to the outside of a rectangular frame made of vertical columns and horizontal beams, and the construction period is very quick, but the wall panels have almost no strength and are structurally weak. In order to maintain the horizontal and vertical gll of the body, rely only on the place, and
There was a very high possibility that condensation would occur on the walls. In addition, the conventional wooden frame construction method relied only on wooden braces and flint beams to maintain the horizontal and vertical rigidity of the structure, and took longer to construct than prefabricated structures.

また木造軸組に、外枠パネルや、床パネルを組み込む等
の工法が無かった。
Additionally, there was no construction method for incorporating outer frame panels or floor panels into the wooden framework.

[発明が解決しようとする問題点J この発明は、外壁を、軸組に嵌込む壁用パネルにするこ
とにより、この外壁パネルに強度を持たせ、垂直剛性を
強−化し、2階床パネルを嵌込む事により、その建物の
水平剛性を持たせる事が出来るようにしたものである。
[Problem to be Solved by the Invention J] This invention provides strength to the exterior wall panel by making it into a wall panel that fits into the framework, strengthens the vertical rigidity, and improves the vertical rigidity of the exterior wall panel. By inserting it, it is possible to give the building horizontal rigidity.

また、その外壁パネルは、外壁材として使用可能であり
、その上に直接吹付は仕上げをする事により、施工性と
、工程短縮による工期短縮が可能であり、その外壁パネ
ル内に、外部土台部分より、小屋裏に達する、エアーサ
イクル用の空気路を設ける事により、壁体内の結露を防
ぎ、木造軸組構造体の耐久性を保つ事が出来る木造軸組
プレハブの外郭建築工法を提供しようとするものである
[問題点を解決するための手段」 図面を参考にして説明する。
In addition, the exterior wall panel can be used as an exterior wall material, and by directly spraying the finish on it, it is possible to improve workability and shorten the construction period by shortening the process. In order to provide an exterior construction method for a prefabricated wooden frame structure that can prevent dew condensation within the wall and maintain the durability of the wooden frame structure by providing an air passage for air cycles that reaches the attic. [Means for solving problems] Explain with reference to drawings.

この発明に係る木造軸組プレハブの外郭建築工法は、基
礎上に土台1を固定し、該土台1上の四隅に通し柱3を
立設し、且つその他の1階管柱4を立設すると共に、1
階桁及び梁5を組み立てる第1工程と、 土台1と通し柱3と該通し柱3に近接する1階管柱4の
いずれか1本と、1階桁及び梁5とで構成される四角枠
に、空気路付き強化パネル6を釘打ち嵌合固着し、且つ
場所により、土台1と他の通し柱3と1階管柱4間、ま
たは1階管柱4,4相互間と、1階桁及び梁5とで構成
される外側四角枠に、空気路付き強化パネル6またはサ
ツシュ付きパネル8を嵌合固着すると共に、1階桁及び
梁5間に2階床板パネル9を嵌合固着する第2工程と、 1階桁及び梁5上に、2階管柱10を立設すると共に、
これらの通し柱3及び2階管柱10と、2階桁及び梁1
1を組み立てる第3工程と、1階桁及び梁5と通し柱3
と、該通し柱3に近接する2階管柱10のいずれか1本
と、2階桁及び梁11とで構成される四角枠に空気路付
き強化パネル6を嵌合固着し、且つ場所により1階桁及
び梁5と他の通し柱3と2階管柱10または2階管柱1
0.10と2階桁及び梁11とで構成される外側四角枠
に空気路付き強化パネル6またはサツシュ付きパネル8
を嵌合固着する第4工程と、2階桁及び梁11上に小屋
組み12をする第5工程 とよりなるものである。
The wooden framework prefabricated exterior construction method according to the present invention involves fixing a foundation 1 on a foundation, erecting through columns 3 at the four corners of the foundation 1, and erecting other first floor pipe columns 4. ,1
A first step of assembling the floor girders and beams 5, and a square frame consisting of the foundation 1, the through columns 3, any one of the first floor pipe columns 4 adjacent to the through columns 3, and the first floor girders and beams 5. , the reinforced panel 6 with air passages is nailed and fitted, and depending on the location, between the foundation 1 and other through columns 3 and the first floor pipe column 4, or between the first floor pipe columns 4 and 4, the first floor girder and A reinforced panel with an air passage 6 or a panel with a sash 8 is fitted and fixed to the outer square frame constituted by the beam 5, and a second floor panel 9 is fitted and fixed between the first floor girder and the beam 5. The second floor pipe column 10 is erected on the first floor girder and beam 5, and
These through columns 3 and second floor pipe columns 10, second floor girders and beams 1
The third step of assembling 1, the first floor girder and beam 5, and the through column 3
A reinforced panel 6 with an air passage is fitted and fixed to a rectangular frame composed of any one of the second-floor pipe columns 10 adjacent to the through-column 3, the second-floor girder and the beam 11, and one Floor girders and beams 5 and other through columns 3 and second floor pipe columns 10 or second floor pipe columns 1
A reinforced panel 6 with an air passage or a panel 8 with a satsosh is attached to the outer square frame consisting of 0.10, second floor girder and beam 11.
This consists of a fourth step of fitting and fixing the roof and a fifth step of installing the roof frame 12 on the second floor girder and beam 11.

[実施例] 図面に基いて説明する。[Example] The explanation will be based on the drawings.

第1工程・・・・・・基礎上に土台1を固定したのち、
必要に応じ更に該土台1上に1階床板2を嵌合固着する
。次いで土台1上の四隅に通し柱3を立設し且つその他
には1階管柱4を立設すると共に、これら垂直な通し柱
3.1階管柱4の間に1階桁及び梁5を組立てる。
First step: After fixing the base 1 on the foundation,
If necessary, the first floor floor board 2 is further fitted and fixed onto the base 1. Next, through-pillars 3 are erected at the four corners of the foundation 1, and first-floor pipe pillars 4 are erected in other places, and first-floor girders and beams 5 are assembled between these vertical through-pillars 3 and first-floor pipe pillars 4. .

第2工程・・・・・・土台1と、通し柱3と、該通し柱
3に近接する1階管柱4のいずれか1本と、1階用桁及
び梁5とで構成される四角枠に空気路付き強化パネル6
を嵌合固着し、且つ場所により土台1と、他の通し柱i
と1階管柱4間または1階管柱4,4相互間と、1階桁
及び梁5とで構成される外側四角枠に空気路付き強化パ
ネル6またはサツシュ付きパネル8を嵌合固着すると共
に、1階桁及び梁5間に作業用2階床パネル9を嵌合固
着する。
Second step: A square frame consisting of the foundation 1, the through pillar 3, any one of the first floor pipe pillars 4 adjacent to the through pillar 3, and the first floor girder and beam 5. Reinforced panel with air channels 6
are fitted and fixed, and depending on the location, the base 1 and other through-posts i
A reinforced panel 6 with an air passage or a panel 8 with a sash is fitted and fixed to the outer square frame consisting of the first floor pipe pillar 4 or between the first floor pipe pillars 4 and 4, and the first floor girder and beam 5. At the same time, the working second floor panel 9 is fitted and fixed between the first floor girder and the beam 5.

第3工程・・・・・・2階用水平床パネル上に2階管柱
10を立設すると共に、これら通し柱3,2階管柱10
の間に2階桁及び梁11を組立てる。
Third step...The second floor pipe column 10 is erected on the horizontal floor panel for the second floor, and these through columns 3, the second floor pipe column 10
Assemble the second floor girder and beam 11 in between.

第4工程・・・・・・1階桁及び梁5と、通し柱3と、
該通し柱3に近接する2階管柱10のいずれか1本と、
2階桁及び梁11とで構成される四角枠に空気路付き強
化パネル6を嵌合固着し、且つ場所により1階桁及び梁
5と、他の通し柱3と2階管柱10または2階管柱10
.10と、2階用桁及び梁11とで構成される外側四角
枠に空気路付き強化パネル6またはサツシュ付きパネル
8を嵌合固着する。
Fourth step: first floor girder and beam 5, through column 3,
Any one of the second floor pipe columns 10 that is close to the through column 3,
A reinforced panel 6 with an air passage is fitted and fixed to a rectangular frame consisting of a second floor girder and beam 11, and depending on the location, the first floor girder and beam 5, other through columns 3, and second floor pipe column 10 or second floor Tube column 10
.. A reinforced panel 6 with an air passage or a panel 8 with a sash is fitted and fixed to an outer rectangular frame constituted by a frame 10, a girder for the second floor, and a beam 11.

第5工程・・・・・・2階桁及び梁11上に小屋組12
をする。
5th step...The roof frame 12 is placed on the second floor girder and beam 11
do.

空気路付き強化パネル6は第10図に示す形状のもので
、上下左右に空気孔14が設けである。
The reinforced panel 6 with air passages has the shape shown in FIG. 10, and is provided with air holes 14 on the top, bottom, left and right sides.

サツシュ付パネル8は第11図に示す形状のもので、ア
ルミサツシュ15が組み込んである。
The panel 8 with a sash has the shape shown in FIG. 11, and an aluminum sash 15 is incorporated therein.

各パネル6.8は、木のチップをセメントで固めたもの
で、縦300cm、横90cm、厚さ12cm程度のも
のである。
Each panel 6.8 is made of wood chips hardened with cement, and is approximately 300 cm long, 90 cm wide, and 12 cm thick.

壁パネルは釘により梁や柱に固定され床パネルは接着材
と釘により固定され、また壁パネルはそのまま吹付下地
となる。
The wall panels are fixed to beams and columns with nails, the floor panels are fixed with adhesive and nails, and the wall panels serve as a base for spraying.

完成時には内張り16が張られ、エアー路17が形成さ
れる。なお図中、13は屋根パネルまたは現場打ち野地
板、18は断熱材、19は換気孔または強制排気用ファ
ンである。
When completed, the inner lining 16 is stretched and the air passages 17 are formed. In the figure, 13 is a roof panel or a field cast board, 18 is a heat insulating material, and 19 is a ventilation hole or a forced exhaust fan.

[作用] 第1工程乃至第5工程により建物の外郭を迅速に組立て
ることが出来る。
[Operation] The outer shell of the building can be quickly assembled through the first to fifth steps.

[発明の効果] 建物の外郭工事を著しく短期間に完成し、しかも安価に
完成することが出来る。
[Effects of the Invention] Exterior construction of a building can be completed in an extremely short period of time and at a low cost.

また、空気の流通がよく、結露による害の非常に少ない
建物を完成することが出来る。
Furthermore, it is possible to complete a building with good air circulation and very little damage caused by condensation.

【図面の簡単な説明】[Brief explanation of the drawing]

図面はこの発明を説明するためのもので、第1図及び第
2図は第1工程を示す斜視図、第3図及び第4図は第2
工程を示す斜視図、第5図は第3工程を示す斜視図、第
6図は第4工程を示す斜視図、第7図は第5工程を示す
斜視図、第8図は屋根下地材を張った状態を示す斜視図
、第9図は空気の流路を示す斜視図、第10図は空気路
付きパネルの斜視図、第11図はサツシュ付きパネルの
斜視図である。 1   1階上台 2   1階床板 3    通し柱 4   1階管柱 5   1階桁及び梁 6    空気路付き強化パネル 8    サツシュ付きパネル 9   2階床パネル 10  2階管柱 11  2階桁及び梁 12   小屋組み 13   屋根パネルまたは現場打ち野地板14   
空気孔 15   アルミサツシュ 16   内張り 17   エアー路 1日   断熱材 19   換気孔または強制排気ファン第1 図 第2図
The drawings are for explaining the present invention; FIGS. 1 and 2 are perspective views showing the first step, and FIGS. 3 and 4 are perspective views showing the second step.
FIG. 5 is a perspective view showing the third step, FIG. 6 is a perspective view showing the fourth step, FIG. 7 is a perspective view showing the fifth step, and FIG. 8 is a perspective view showing the roof base material. FIG. 9 is a perspective view showing an air flow path, FIG. 10 is a perspective view of a panel with an air path, and FIG. 11 is a perspective view of a panel with a sash. 1 1st floor upper platform 2 1st floor floor board 3 Through column 4 1st floor pipe column 5 1st floor girder and beam 6 Reinforced panel with air passage 8 Panel with sash 9 2nd floor floor panel 10 2nd floor pipe column 11 2nd floor girder and beam 12 Roof frame 13 Roof panel or cast-in-place field board 14
Air hole 15 Aluminum sash 16 Lining 17 Air passage 1 Insulation material 19 Ventilation hole or forced exhaust fan 1 Figure 2

Claims (1)

【特許請求の範囲】 基礎上に土台(1)を固定し、該土台(1)上の四隅に
通し柱(3)を立設し、且つその他の1階管柱(4)を
立設すると共に、1階桁及び梁(5)を組立てる第1工
程と、 土台(1)と通し柱(3)と該通し柱(3)に近接する
1階管柱(4)のいずれか1本と、1階桁及び梁(5)
とで構成される四角枠に、空気路付き強化パネル(6)
を釘打ち嵌合固着し、且つ場所により、土台(1)と他
の通し柱(3)と1階管柱(4)間、または1階管柱(
4、4)相互間と、1階桁及び梁(5)とで構成される
外側四角枠に、空気路付き強化パネル(6)またはサッ
シュ付きパネル(8)を嵌合固着すると共に、1階桁及
び梁(5)間に2階床板パネル(9)を嵌合固着する第
2工程と、 1階桁及び梁(5)上に、2階管柱(10)を立設する
と共に、これらの通し柱(3)及び2階管柱(10)と
、2階桁及び梁(11)を組み立てる第3工程と、 1階桁及び梁(5)と通し柱(3)と、該通し柱(3)
に近接する2階管柱(10)のいずれか1本と、2階桁
及び梁(11)とで構成される四角枠に空気路付き強化
パネル(6)を嵌合固着し、且つ場所により1階桁及び
梁(5)と他の通し柱(3)と2階管柱(10)または
2階管柱(10、10)と2階桁及び梁(11)とで構
成される外側四角枠に空気路付き強化パネル(6)また
はサッシュ付きパネル(8)を嵌合固着する第4工程と
、 2階桁及び梁(11)上に小屋組み(12)をする第5
工程とよりなる木造軸組プレハブの外郭建築工法。
[Claims] A base (1) is fixed on the foundation, through-pillars (3) are erected at the four corners of the base (1), and other first-floor pipe columns (4) are erected. , the first step of assembling the first floor girder and beam (5), the foundation (1), the through column (3), any one of the first floor pipe columns (4) adjacent to the through column (3), and the first floor Girders and beams (5)
Reinforced panel with air passages (6) in a rectangular frame consisting of
and, depending on the location, between the foundation (1), another through column (3), and the first floor pipe column (4), or between the first floor pipe column (
4, 4) Fit and fix the reinforced panel with air passages (6) or the panel with sash (8) to the outer square frame consisting of the first floor girder and beam (5) between each other, and The second step is to fit and secure the second floor floor panel (9) between the girders and beams (5), and to erect the second floor pipe columns (10) on the first floor girders and beams (5). The third step of assembling the through column (3) and the second floor pipe column (10), the second floor girder and beam (11), the first floor girder and beam (5), the through column (3), and the through column (3)
A reinforced panel with an air passage (6) is fitted and fixed to a rectangular frame consisting of any one of the second-floor pipe columns (10) adjacent to the second-floor girder and beam (11), and depending on the location, An outer square frame consisting of the first floor girder and beam (5), another through column (3), the second floor pipe column (10) or the second floor pipe column (10, 10), and the second floor girder and beam (11) The fourth step is to fit and fix the reinforced panel with air passages (6) or the panel with sash (8) to the roof, and the fifth step is to install the roof frame (12) on the second floor girder and beam (11).
A construction method for prefabricated wooden frameworks that consists of several processes.
JP16047085A 1985-07-19 1985-07-19 Outer contour building method of wood framework prefabricated house Granted JPS6221940A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16047085A JPS6221940A (en) 1985-07-19 1985-07-19 Outer contour building method of wood framework prefabricated house

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16047085A JPS6221940A (en) 1985-07-19 1985-07-19 Outer contour building method of wood framework prefabricated house

Publications (2)

Publication Number Publication Date
JPS6221940A true JPS6221940A (en) 1987-01-30
JPH0434654B2 JPH0434654B2 (en) 1992-06-08

Family

ID=15715643

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16047085A Granted JPS6221940A (en) 1985-07-19 1985-07-19 Outer contour building method of wood framework prefabricated house

Country Status (1)

Country Link
JP (1) JPS6221940A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0266241A (en) * 1988-08-31 1990-03-06 Miyama:Kk Construction method of framework prefabricated house
DE112007003215T5 (en) 2007-01-02 2009-11-26 Azuma Systems Co., Ltd. Magnetostrictive torque sensor and torque detection method

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5142967U (en) * 1974-09-25 1976-03-30

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5142967U (en) * 1974-09-25 1976-03-30

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0266241A (en) * 1988-08-31 1990-03-06 Miyama:Kk Construction method of framework prefabricated house
DE112007003215T5 (en) 2007-01-02 2009-11-26 Azuma Systems Co., Ltd. Magnetostrictive torque sensor and torque detection method

Also Published As

Publication number Publication date
JPH0434654B2 (en) 1992-06-08

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