JPH0434654B2 - - Google Patents
Info
- Publication number
- JPH0434654B2 JPH0434654B2 JP60160470A JP16047085A JPH0434654B2 JP H0434654 B2 JPH0434654 B2 JP H0434654B2 JP 60160470 A JP60160470 A JP 60160470A JP 16047085 A JP16047085 A JP 16047085A JP H0434654 B2 JPH0434654 B2 JP H0434654B2
- Authority
- JP
- Japan
- Prior art keywords
- floor
- air
- frame
- roof
- panel
- 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.)
- Expired - Lifetime
Links
- 238000010276 construction Methods 0.000 claims description 12
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 9
- 229910052782 aluminium Inorganic materials 0.000 claims description 9
- 238000009423 ventilation Methods 0.000 claims description 9
- 239000000853 adhesive Substances 0.000 claims description 7
- 230000001070 adhesive effect Effects 0.000 claims description 7
- 238000000034 method Methods 0.000 claims description 6
- 238000009833 condensation Methods 0.000 description 3
- 230000005494 condensation Effects 0.000 description 3
- 238000001035 drying Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 238000005507 spraying Methods 0.000 description 2
- 238000004026 adhesive bonding Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000011810 insulating material Substances 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Building Environments (AREA)
Description
【発明の詳細な説明】
［産業上の利用分野］
この発明は、木造軸組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] [Industrial Application Field] The present invention relates to the field of construction of wooden frame prefabricated houses.
［従来の技術］
プレハブ住宅は、垂直柱と水平梁により形成さ
れた多数の四角な枠の室外側に壁パネルを装着し
て作られ、工期は非常に早かつたが、壁用パネル
には、殆ど強度は無く構造体の水平・垂直剛性を
保つために、ブレースのみに頼り、強度が不足し
ていた。[Conventional technology] Prefabricated houses are made by attaching wall panels to the outdoor side of many square frames formed by vertical columns and horizontal beams, and the construction period is very quick, but the wall panels are However, in order to maintain the horizontal and vertical rigidity of the structure, it relied only on braces, which lacked strength.
また、壁パネルとして格子枠の内外にパネルを
張つたところの強化パネルを使用し、強度を持た
すことも知られているが、外側パネル内に結露を
起す可能性が非常に大きかつた。更に空気路を設
けた強化パネルも知られているが、空気の自然対
流を利用するものではなく、強化パネル内におけ
る空気の流通量が少なかつた。 It is also known to use reinforced panels, which are panels stretched inside and outside of a lattice frame, as wall panels to provide strength, but this increases the possibility of condensation forming inside the outer panels. Furthermore, reinforced panels with air passages are known, but they do not utilize natural convection of air, and the amount of air flowing within the reinforced panels is small.
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
火打梁のみにたよつていたし、工期的に、プレハ
ブに比べ多くの工期がかかつた。また木造軸組
に、壁パネルや、床パネルを組み込む等の工法が
無かつた。 In addition, in the conventional wooden frame construction method, in order to maintain the horizontal and vertical rigidity of the structure, only wooden braces or flint beams were used, and the construction period was longer than that of prefabricated construction. . Furthermore, there was no construction method for incorporating wall panels or floor panels into the wooden frame.
［発明が解決しようとする問題点］
この発明は、外壁を、軸組に嵌込む壁パネルに
することにより、その外壁パネルに強度を持た
せ、垂直剛性を強化し、１階・２階床パネルを糊
付けして釘打ちする事により、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。[Problems to be Solved by the Invention] This invention provides strength to the exterior wall panel by making it a wall panel that fits into the framework, strengthens the vertical rigidity, and improves the vertical rigidity of the exterior wall. By gluing and nailing the panels, it was 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、その上に直接吹付け仕上げをする事に
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。 In addition, the exterior wall panel can be used as an exterior wall material, and by directly spraying it on top, it is possible to improve construction efficiency and shorten the construction period by shortening the process. The purpose of the present invention is to provide a construction method for the exterior of a prefabricated wooden framework that can prevent condensation within the wall and maintain the durability of the wooden framework structure by providing an air passage for the air cycle that reaches deeper into the attic. It is.
［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。[Means for solving problems] This will be explained with reference to the 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、空気窪路を外郭側に配置したと
ころの土台１を固定し、該土台１上に１階床パネ
ル２を接着剤と釘打ちにより固定した後、土台１
上の四隅に通し柱３を立設し、且つ空気窪路を外
郭側に配置したところの１階垂直柱４を立設する
と共に、これら通し柱３・１階垂直柱４に、空気
窪路を外郭側に配置したところの２階床梁５を組
み立てる第１工程と、
土台１・通し柱３・２階床梁５・１階垂直柱４
とで構成された多数の四角な枠部に、格子状枠の
一側に該格子状枠よりも若干大きな長方形板を固
着すると共に各格子の外郭側に空気路を設けて構
成したところの空気路付き強化パネルの格子状枠
を嵌込むと共に長方形板の周縁を土台１・通し柱
３・２階床梁５・１階垂直柱４の外郭側に釘打ち
固着する第２工程と、
２階床梁５上に２階床梁５の外郭側空気路を塞
がない２階床パネル９を接着剤と釘打ちにより固
着する第３工程と、
２階床梁５上に、空気窪路を外郭側に配置した
ところの２階垂直柱１０を立設した後、通し柱３
及び２階垂直柱１０上に、空気窪路を外郭側に配
置したところの２階小屋梁１１を組み立てる第４
工程と、
２階床梁５・通し柱３・２階小屋梁１１・２階
垂直柱１０とで構成された多数の四角な枠部に空
気路付き強化壁パネル６，８の格子枠を嵌込むと
共に長方形板の周縁を２階床梁５・通し柱３・２
階小屋梁１１・２階垂直柱１０の外郭側に釘打ち
固着する第５工程と、
２階小屋梁１１上に小屋組み１２を形成すると
共に、該小屋組みに屋外に通じる排気孔１９を設
ける第６工程とよりなり、
土台直上の強化パネル下端屋外空気孔１４と換
気孔１９とを結ぶエアー路１７を外郭に沿つて形
成してなるものである。 The method of constructing an outer shell of a prefabricated wooden frame according to the present invention is to fix a base 1 on which an air cavity is arranged on the outer shell side on a foundation, and then attach a first floor panel 2 on the base 1 with adhesive and nails. After fixing by hammering, base 1
Through-pillars 3 are erected at the four corners of the top, and first-floor vertical columns 4 are erected with air hollows placed on the outer side, and air hollows are placed on the outer walls of these through-pillars 3 and first-floor vertical columns 4. The first step of assembling the second floor beam 5 placed on the side, the foundation 1, through column 3, second floor beam 5, first floor vertical column 4
A rectangular plate slightly larger than the lattice frame is fixed to one side of the lattice frame, and an air passage is provided on the outer side of each lattice frame. The second step is to fit the lattice-shaped frame of the reinforced panel with a road and nail the periphery of the rectangular board to the outer side of the foundation 1, through column 3, second floor beam 5, and first floor vertical column 4, and the second floor. A third step of fixing the second floor panel 9 that does not block the air passage on the outer side of the second floor beam 5 on the beam 5 with adhesive and nailing; After erecting the second floor vertical column 10 placed on the side, the through column 3
A fourth step is to assemble the second-floor shed beam 11 on the second-floor vertical column 10 with the air recess placed on the outer shell side.
Inserting the lattice frames of the reinforced wall panels 6 and 8 with air passages into a large number of square frames composed of the second floor floor beams 5, through columns 3, second floor roof beams 11, and second floor vertical columns 10. At the same time, connect the periphery of the rectangular board to the second floor beam 5, through column 3, 2.
A fifth step of nailing and fixing the roof beams 11 and the second floor vertical pillars 10 to the outer shell sides; and a sixth step of forming a roof frame 12 on the second floor roof beam 11 and providing an exhaust hole 19 leading to the outdoors in the roof frame. The process consists of forming an air path 17 along the outer shell that connects the outdoor air hole 14 at the lower end of the reinforced panel directly above the foundation and the ventilation hole 19.
そして空気路付き強化壁パネルが、格子状枠内
にアルミサツシユを組込むこともあり、且つ長方
形板にアルミサツシユに対応する窓孔を設けるこ
ともある。 Reinforced wall panels with air passages may incorporate aluminum sashes within a lattice-like frame, and may also include window holes corresponding to the aluminum sashes in a rectangular plate.
［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、空気窪路を外郭側に配
置したところの土台１を固定したのち、該土台１
上に１階床パネル２を接着剤と釘打ちにより固定
する。次いで土台１上の四隅に、通し柱３を立設
し、且つ空気窪路を外郭側に配置したところの１
階垂直柱４を立設した後、これら通し柱３・１階
垂直柱４に、空気窪路を外郭側に配置した２階床
梁５を組立てる。 First step: After fixing the base 1 with the air hollow on the outer shell side, the base 1 is fixed on the foundation.
The first floor panel 2 is fixed on top using adhesive and nailing. Next, the through pillars 3 were erected at the four corners of the base 1, and the air hollows were placed on the outer shell side.
After the floor vertical columns 4 are erected, the second floor floor beams 5 with air recesses arranged on the outer shell side are assembled on these through columns 3 and the first floor vertical columns 4.
第２工程……土台１・通し柱３・２階床梁５・
１階垂直柱４とで形成される多数の四角な枠部
に、格子状枠の一側に該格子状枠よりも若干大き
な長方形板を固着すると共に各格子の長方形板側
に空気路を設けて構成したところの強化壁パネル
６，８の格子状枠を嵌込むと共に、長方形板の周
縁を土台１・通し柱３・２階床梁５・１階垂直柱
４の外郭側に釘打ち固定する。 2nd process...Foundation 1, through pillars 3, 2nd floor floor beams 5.
A rectangular plate slightly larger than the lattice frame is fixed to one side of the lattice frame to a large number of square frames formed by the vertical pillars 4 on the first floor, and an air passage is provided on the rectangular plate side of each lattice frame. Insert the lattice-like frames of the reinforced wall panels 6 and 8 constructed as shown in FIG. .
第３工程……２階床梁５上に、２階床梁５の外
郭側から空気路を塞がないように２階床パネル９
を接着剤と釘打ちにより固定する。 Third step...The second floor panel 9 is placed on the second floor beam 5 from the outer side of the second floor beam 5 so as not to block the air passage.
Fix with adhesive and nailing.
第４工程……２階床梁５上に、空気窪路を外郭
側に配置したところの２階垂直柱１０を立設した
後、通し柱３・２階垂直柱１０の上に、空気窪路
を外郭側に配置したところに２階小屋梁１１を組
立てる。 Fourth step: After erecting the second floor vertical column 10 with the air hollow on the outer side on the second floor beam 5, the air hollow is placed on the through column 3 and the second floor vertical column 10. The second floor shed beam 11 is assembled at the place where the roof beam 11 is placed on the outer shell side.
第５工程……２階床梁５・通し柱３・２階小屋
梁１１・２階垂直柱１０とで構成された多数の四
角な枠部に強化壁パネル６，８の格子状枠を嵌込
むと共に、長方形板の周縁を２階床梁５・通し柱
３・２階小屋梁１１・２階垂直柱１０の外郭側に
釘打ち固着する。 Fifth step...Insert the lattice frame of the reinforced wall panels 6 and 8 into the numerous square frames made up of the second floor floor beams 5, through columns 3, second floor roof beams 11, and second floor vertical columns 10. At the same time, the periphery of the rectangular board is nailed to the outer side of the second floor floor beam 5, through column 3, second floor shed beam 11, and second floor vertical column 10.
第６工程……２階小屋梁１１上に小屋組み１２
を形成すると共に、該小屋組み１２に屋外に通じ
る換気孔１９を設ける。 6th process...The roof frame 12 is placed on the second floor roof beam 11
At the same time, a ventilation hole 19 communicating with the outdoors is provided in the roof frame 12.
強化壁パネルには、アルミサツシユを組込んで
いないものと、組込んだものてがあり、アルミサ
ツシユを組込んでいない強化壁パネル８は第１０
図に示す形状のもので、上下左右に空気孔１４が
設けてある。 There are two types of reinforced wall panels: those that do not incorporate aluminum sashes and those that do. Reinforced wall panels 8 that do not incorporate aluminum sashes are the 10th
It has the shape shown in the figure, and air holes 14 are provided on the top, bottom, left and right sides.
アルミサツシユを組込んだ空気路付き強化壁パ
ネル８は第１１図に示す形状のもので、アルミサ
ツシユ１５が組み込んである。 A reinforced wall panel 8 with an air passage incorporating an aluminum sash has a shape shown in FIG. 11, and an aluminum sash 15 is incorporated therein.
各パネル６，８は、木のチツプをセメントで固
めたボードを木製フレームに貼つて構成されたも
ので、縦300cm・横90cm・厚さ12cm程度のもので
ある。 Each panel 6 and 8 is constructed by pasting a board made of cemented wood chips onto a wooden frame, 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
ルは接着剤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 can be used as a base for spraying.
完全時には内張り１６が張られる。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は換気孔で必要に応じ強制排気用フアン
を内蔵させてあり、土台直上の強化パネル下端屋
外空気孔１４と換気孔１９とを結ぶエアー路１７
が外郭に沿つて形成されている。 When complete, the inner lining 16 is applied. In the figure, 13
18 is a roof panel or field board cast on site, 18 is a heat insulating material, and 19 is a ventilation hole with a built-in fan for forced exhaust if necessary, and an air hole connecting the outdoor air hole 14 and the ventilation hole 19 at the lower end of the reinforced panel directly above the foundation. Road 17
is formed along the outer contour.
「作用」
土台・柱、梁等の軸組部材は工場でプレサセト
してあり、壁パネル・床パネル・屋根パネルは工
場で生産してあるため、第１工程乃至第６工程に
より建物の外郭を工事現場で迅速に組立てること
が出来る。``Function'' Frame members such as foundations, columns, and beams are pre-assembled at the factory, and wall panels, floor panels, and roof panels are manufactured at the factory. It can be quickly assembled on the construction site.
「発明の効果」
建物の外郭工事を著しく短期間に完成し、強化
壁パネル６，８の嵌込みにより強度的にも優れ、
しかも安価に完成することが出来るのみならず、
また、土台１の屋外に開口する空気孔１４と小屋
組み１２の換気孔１９とを結ぶエアー路１７を外
部に沿つて設けたので、晴天時には自然対流を利
用することが出来空気の流通がよく、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。
特に晴天時には屋根の温度が上昇して換気孔１９
近傍空気の温度が上昇し、土台直上屋外の空気孔
１４の近傍の空気温度との間に大きな温度差を生
じ、乾燥した空気がよく流れる。しかも雨天時に
は大きな温度差を生じないので殆ど空気が流れな
い。即ち湿つた空気は流れず、パネルの乾燥に大
きく寄与するものである。``Effects of the invention'' The construction of the building's outer shell was completed in an extremely short period of time, and the strength of the reinforced wall panels 6 and 8 was improved.
Moreover, not only can it be completed inexpensively,
In addition, since an air path 17 is provided along the outside that connects the air hole 14 of the foundation 1 that opens to the outside and the ventilation hole 19 of the roof frame 12, natural convection can be used on sunny days and air circulation is good. It is possible to complete a building with very little damage caused by condensation.
Particularly on sunny days, the temperature of the roof rises and the ventilation holes 19
The temperature of the nearby air increases, creating a large temperature difference between the temperature of the air near the outdoor air holes 14 directly above the foundation, and dry air flows well. Moreover, during rainy weather, there is no large temperature difference, so almost no air flows. That is, humid air does not flow, which greatly contributes to drying the panel.
更にサツシユを配設したパネルにも、下から左
右に、または左右から上に空気が流れるので、乾
燥効果が大きい。 Furthermore, since air flows through the panel on which the sash is installed from the bottom to the left and right, or from the left and right to the top, the drying effect is great.
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図は
第２工程を示す斜視図、第４図は第３工程を示す
斜視図、第５図は第４工程を示す斜視図、第６図
は第５工程を示す斜視図、第７図は第６工程を示
す斜視図、第８図は屋根下地材を張つた状態を示
す斜視図、第９図は空気の流路を示す斜視図、第
１０図はサツシユ無強化壁パネルの斜視図、第１
１図はサツシユ配設強化パネルの斜視図である。
１……土台、２……１階床パネル、３……通し
柱、４……１階垂直柱、５……２階床梁、６……
強化壁パネル、８……サツシユ配設強化壁パネ
ル、９……２階床パネル、１０……２階垂直柱、
１１……２階小屋梁、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……アルミサツシユ、１６……内張
り、１７……エアー路、１８……断熱材、１９…
…換気孔。
The drawings are for explaining this invention.
2 and 2 are perspective views showing the first step, FIG. 3 is a perspective view showing the second step, FIG. 4 is a perspective view showing the third step, and FIG. 5 is a perspective view showing the fourth step, Fig. 6 is a perspective view showing the 5th step, Fig. 7 is a perspective view showing the 6th step, Fig. 8 is a perspective view showing the state in which the roof base material is stretched, and Fig. 9 shows the air flow path. A perspective view, Figure 10 is a perspective view of a wall panel without reinforcement, Figure 1.
FIG. 1 is a perspective view of the sash installation reinforcement panel. 1...Foundation, 2...1st floor panel, 3...Through column, 4...1st floor vertical column, 5...2nd floor beam, 6...
Reinforced wall panel, 8...Sash arrangement reinforced wall panel, 9...2nd floor floor panel, 10...2nd floor vertical column,
11... 2nd floor shed beam, 12... shed frame, 13...
... Roof panel or cast-in-place field board, 14 ... Air hole, 15 ... Aluminum sash, 16 ... Lining, 17 ... Air path, 18 ... Insulation material, 19 ...
...Ventilation holes.
Claims (1)
ろの土台１を固定し、該土台１上に１階床パネル
２を接着剤と釘打ちにより固定した後、土台１上
の四隅に通し柱３を立設し、且つ空気窪路を外郭
側に配置したところの１階垂直柱４を立設した
後、これら通し柱・１階垂直柱に、空気窪路を外
郭側に配置した２階床梁５を組立てる第１工程
と、 土台１・通し柱３・２階床梁５・１階垂直柱４
とで構成された多数の四角な枠部に、格子状枠の
一側に該格子状枠よりも若干大きな長方形板を固
着すると共に各格子の長方形板側に空気路を設け
て構成したところの空気路付き強化壁パネルの格
子状枠を嵌込むと共に、長方形板の周縁を土台
１・通し柱３・１階垂直柱４・２階床梁５の外郭
側に釘打ち固着する第２工程と、 ２階床梁５上に、２階床梁５の外郭側の空気路
を塞がないように２階床パネル９を接着剤と釘打
ちにより固着する第３工程と、 ２階床梁５上に、空気窪路を外郭側に配置した
ところの２階垂直柱１０を立設した後、通し柱３
及び２階垂直柱１０上に、空気窪路を外郭側に配
置したところの２階小屋梁１１を組み立てる第４
工程と、 ２階床梁５・通し柱３・２階垂直柱１０・２階
小屋梁１１とで構成された多数の四角な枠部に空
気路付き強化壁パネル６，８の格子枠を嵌込むと
共に長方形板の周縁を２階床梁５・通し柱３・２
階小屋梁１１・２階垂直柱１０の外郭側に釘打ち
固着する第５工程と、 ２階小屋梁１１上に小屋組み１２を形成すると
共に、該小屋組み１２に屋外に通じる換気孔１９
を設ける第６工程とよりなり、 土台直上の強化パネル下端屋外空気孔１４と換
気孔１９とを結ぶエアー路１７を外郭に沿つて形
成してなる木造軸組プレハブの外郭建築工法。 ２ 空気路付き強化壁パネルが、格子状枠内にア
ルミサツシユを組込んでおり、且つ長方形板にア
ルミサツシユに対応する窓孔を設けた特許請求の
範囲第１項記載の木造軸組プレハブの外部建築工
法。[Claims] 1. After fixing the base 1 on which the air cavity is arranged on the outer side of the foundation, and fixing the first-floor floor panel 2 on the base 1 with adhesive and nailing, After erecting the first-floor vertical columns 4 with through-pillars 3 erected at the four corners of 1 and the air hollows placed on the outer side, the air hollows are placed on these through-pillars and first-floor vertical columns on the outer side. The first step of assembling the second floor floor beams 5 placed in the
A rectangular plate slightly larger than the lattice frame is fixed to one side of the lattice frame, and an air passage is provided on the rectangular plate side of each lattice frame. A second step of fitting the lattice frame of the reinforced wall panel with air passages and nailing the periphery of the rectangular board to the outer side of the foundation 1, through column 3, first floor vertical column 4, and second floor floor beam 5; A third step of fixing the second floor panel 9 on the second floor beam 5 with adhesive and nailing so as not to block the air passage on the outer side of the second floor beam 5; After erecting the vertical columns 10 on the second floor with the air hollows placed on the outer shell side, the through columns 3 are installed.
A fourth step is to assemble the second-floor shed beam 11 on the second-floor vertical column 10 with the air recess placed on the outer shell side.
Inserting the lattice frame of the reinforced wall panels 6 and 8 with air passages into a large number of square frames composed of the second floor floor beams 5, through columns 3, second floor vertical columns 10, and second floor roof beams 11. At the same time, connect the periphery of the rectangular board to the second floor beam 5, through column 3, 2.
A fifth step of nailing and fixing the roof beams 11 and the second floor vertical pillars 10 to the outer shell sides, forming a roof frame 12 on the second floor roof beam 11, and forming a ventilation hole 19 in the roof frame 12 leading to the outdoors.
A method for constructing a prefabricated wooden framework outer shell, in which an air path 17 is formed along the outer shell connecting the outdoor air hole 14 at the lower end of the reinforced panel directly above the foundation and the ventilation hole 19. 2. The wooden framework prefabricated external building according to claim 1, wherein the reinforced wall panel with air passages incorporates aluminum sashes within a lattice-like frame, and a rectangular plate is provided with window holes corresponding to the aluminum sashes. Construction method.
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 JPS6221940A (en) | 1987-01-30 |
| JPH0434654B2 true 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) |
Families Citing this family (2)
| 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)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5142967U (en) * | 1974-09-25 | 1976-03-30 |
-
1985
- 1985-07-19 JP JP16047085A patent/JPS6221940A/en active Granted
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5142967U (en) * | 1974-09-25 | 1976-03-30 |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6221940A (en) | 1987-01-30 |
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