JPH07127129A - Assembling method for framework panel - Google Patents

Assembling method for framework panel

Info

Publication number
JPH07127129A
JPH07127129A JP30573993A JP30573993A JPH07127129A JP H07127129 A JPH07127129 A JP H07127129A JP 30573993 A JP30573993 A JP 30573993A JP 30573993 A JP30573993 A JP 30573993A JP H07127129 A JPH07127129 A JP H07127129A
Authority
JP
Japan
Prior art keywords
framework
wall
end material
construction
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.)
Pending
Application number
JP30573993A
Other languages
Japanese (ja)
Inventor
Kenji Kuramoto
健治 倉本
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP30573993A priority Critical patent/JPH07127129A/en
Publication of JPH07127129A publication Critical patent/JPH07127129A/en
Pending legal-status Critical Current

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  • Load-Bearing And Curtain Walls (AREA)

Abstract

PURPOSE:To increase the construction accuracy, by assembling a framework part as a wall by use of panels formed at every wall by the lower end material and the erected end material to receive a framework, in a conventional wooden framework. CONSTITUTION:A framework is made rigid so as not to collapse by auxiliary materials of the lower end material 4 and the erected end material 8 to receive a framework, in order to make a panel from posts 3, beams 6, studs, etc., in a conventional wooden structure in a factory. Panel members of frameworks are jointed vertically and horizontally on a concrete foundation 1 and a sill 2 and beams 10 are fixed between walls to complete a framework of a building. An adhesive filler is applied at respective joints of the lower end material 4 to receive a framework and the sill 2, the post 3 and the erected end material 8 to receive a framework to facilitate the connection and eliminate clearances.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、日本の伝統的な建築の
構造である在来木造において、新築及び増改築の軸組を
組み立てる際に、現場での作業を最小限にし、工場で軸
組を組み立て量産化する事が出来る、軸組パネル部材に
よる在来木造の工法に関する木造プレハブ建築。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention minimizes on-site work when assembling a new construction and extension / renovation construction in conventional wooden construction, which is a traditional Japanese construction structure, and is used in a factory. A wooden prefabricated construction related to the conventional wooden construction method using a panel member that can be assembled and mass-produced.

【0002】[0002]

【従来の技術】従来、在来木造の工法は、軸組から仕上
げまでを現場にて大工の熟練した技術を用いて組み立て
るものである。特に、柱及び梁で構成される軸組に付い
ては現場において組み立てられている。このことは、現
場における大工の作業量が多く工期がかかっている。
2. Description of the Related Art Conventionally, the conventional wooden construction method is to assemble from the frame to the finish on site using the skill of a carpenter. Especially, the framework composed of columns and beams is assembled on site. This requires a large amount of work for carpenters on site and takes a long construction period.

【0003】[0003]

【発明が解決しようとする課題】在来木造は、現場にお
いてしか組み立てる事ができない工法であるため、前期
したとおり熟練した大工技術者が必要である。その大工
技術者の減少ならびに技術力の低下により、施工精度の
均一及び施工に要する時間が大幅にかかる問題がある。
Since conventional wooden construction is a construction method that can be assembled only on-site, a skilled carpenter engineer is required as in the previous term. Due to the decrease in the number of carpenters and the decrease in technical capability, there are problems that the construction accuracy is uniform and the construction time is significantly long.

【0004】従来の方法では、現場で軸組を組み立てる
際に縦横、上下の通りを各部材ごとに確認しながら作業
を行うため、現場での作業時間が大幅にかかる。その
上、軸組に断熱材、外壁下地、内壁下地、サッシュ、各
種枠材等、現場で全ての組立を行うためプレハブ建築に
比べ工期がかかる問題がある。
In the conventional method, when assembling the frame at the site, the work is performed while checking the vertical, horizontal, and vertical directions for each member, so that the work time at the site is considerably long. In addition, there is a problem that it takes a longer construction period than prefabricated construction because all the assembling such as the heat insulating material, the outer wall foundation, the inner wall foundation, the sash, and various frame materials for the frame is performed on site.

【0005】在来木造は、2×4木造のように構造的特
徴が壁の構成ではなく軸組を基本にした構造であるた
め、木造建築物の梁取付構造(特願 平3−22121
0)のように軸組部分と壁部分を分けて組み立てる工法
はあるが、在来木造で軸組と壁を一体としてパネル化し
た簡便な工法がない。
Since a conventional wooden structure has a structural feature based on a frame rather than a wall structure like a 2 × 4 wooden structure, a beam mounting structure of a wooden building (Japanese Patent Application No. 3-22121).
Although there is a method of assembling the frame part and the wall part separately as in 0), there is no simple method of conventional panel construction in which the frame and the wall are integrated into a panel.

【0006】本発明は、前記した(0003−000
5)問題点を解決せんとするものである。在来木造にお
いて、壁となる部分の軸組部分を工場でパネル化して作
成する事により、現場での作業を最小限とし、天候によ
る影響も少なくする事から、工期の短縮及び施工精度の
向上及び、均一を目的とする。
The present invention is based on the above (0003-000).
5) The problem is to be solved. In conventional wooden construction, the frame part of the wall will be panelized at the factory to minimize the work on site and reduce the influence of the weather, thus shortening the construction period and improving the construction accuracy. And, for the purpose of uniformity.

【0007】[0007]

【課題を解決するための手段】本発明の、在来木造にお
ける軸組をパネル化した組立工法は、前記した目的を達
成するものである。その手段は、壁となる軸組部分を土
台から上についてパネルとするため、柱及び間柱を梁
(桁)に取り付け、柱と間柱とをつなぐため軸組受け下
端材を取り付ける。パネルとパネルとをつなぐ部分とな
るところは、軸組受け立端材(柱がくる部分以外の面に
取り付き現場での組立時には、柱と接合する材)を取り
付ける。さらに、筋かい、断熱材、外壁下地材、内壁下
地材を取り付けてパネルとなる。軸組受け下端材と軸組
受け立端材とは、パネルを作成するための補助材であ
る。部材と部材との接合には、従来から使用されている
釘や金物が利用できる。現場にて組立る際に柱は、土台
と梁(桁)とつながり在来木造の軸組となる。
The assembling method of the present invention, in which the framework of the conventional wooden structure is formed into a panel, achieves the above-mentioned object. The means is to install the pillars and studs on the beams (girders) in order to make the wall framing part a panel above the base, and to install the framing support lower end members to connect the pillars and studs. At the place where the panels are connected to each other, a shaft-supporting standing material (a material that will be joined to the pillars when assembled on-site by mounting on a surface other than the area where the pillars come) will be installed. Further, a panel is formed by attaching braces, heat insulating material, outer wall base material, and inner wall base material. The lower frame support member and the vertical frame support end member are auxiliary materials for forming a panel. For joining the members to each other, conventionally used nails or metal fittings can be used. When assembling on-site, the pillars are connected to the base and beams (girders) to form a traditional wooden framework.

【0008】[0008]

【作用】前記した軸組のパネル化は、工場において、
柱、梁(桁)及び間柱や下地材の組立て、さらに、1ス
パンごとでなく連続したスパンで作成する。また、断熱
材の充填や外壁下地、内壁下地まで工場において作成す
る。従って、従来の施工方法よりも流れ作業による量産
化及び、機械化する事が可能となり、工期の短縮や施工
精度の向上及び均一が図れる。パネルは、現場に運びク
レーン車により組み立て作業をするため、柱を1本づつ
建てて行く従来の工法に比べ、精度が高く、工期も短縮
される。組立に際し、胴差し部分に柱、梁が重なるジョ
イント部分は、従来のジョイント位置でパネルを構成す
る事により欠き込みによる欠損の応力集中を避けた構造
とする事がきる。在来工法であるため、自由な設計がで
き、新築だけでなく増改築にも対応できる。
[Operation] The above-mentioned panelization of the frame is performed in the factory.
Assemble columns, beams (girders), studs, and base materials, and create them with continuous spans instead of one span. Also, the filling of the heat insulating material, the outer wall foundation, and the inner wall foundation will be created at the factory. Therefore, it becomes possible to mass-produce and mechanize by a flow work as compared with the conventional construction method, and it is possible to shorten the construction period, improve the construction accuracy and make it uniform. Panels are transported to the site and assembled by a crane truck, so the accuracy is higher and the construction period is shortened compared to the conventional method of building columns one by one. At the time of assembly, the joint portion where the pillar and the beam overlap with the body insertion portion can be constructed to avoid stress concentration due to the notch by forming the panel at the conventional joint position. Since it is a conventional construction method, it can be designed freely and can be used not only for new construction but also for extension and renovation.

【0009】[0009]

【実施例】以下本発明に係わる軸組パネル組立工法の一
実施例を図面と共に説明する。1はコンクリート布基
礎、2は土台である。これらは、従来どうりの施工方法
により結合し固定させる。その上に、軸組をパネル化し
た部材を取り付けて行く。3は柱、6は梁(桁)、4は
軸組受け下端材、8は軸組受け立端材、5は内壁下地
材、9は外壁下地材である。これらは、パネルの構成し
てる材である。在来木造の柱、梁(桁)、間柱を工場で
パネルとするため、4と8との補助材により軸組が崩れ
ないよう固定している。軸組をパネル化した部材を左
右、上下に結合させて行き、壁から壁えの間にはいる梁
(10)を取り付け建物の軸組が完成する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a framed panel assembly method according to the present invention will be described below with reference to the drawings. 1 is a concrete cloth foundation and 2 is a base. These are combined and fixed by a conventional construction method. On top of that, a panelized member is attached. Reference numeral 3 is a pillar, 6 is a beam (girder), 4 is a lower end member for the shaft assembly, 8 is a standing member for the shaft assembly, 5 is an inner wall base material, and 9 is an outer wall base material. These are the materials that make up the panel. Since traditional wooden columns, beams (studs), and studs are used as panels in the factory, they are fixed by auxiliary materials 4 and 8 so that the frame does not collapse. The framed panel members are joined to the left, right, and up and down, and the beams (10) inserted between the walls are attached to complete the building frame.

【0010】4と2または、4と6、3と8との接合部
分には、接着充填剤を塗布する事により、接合をしやす
くし隙間を無くする事ができる。従って、7の断熱材の
充填が細部まで均一にでき性能を損なう事はない。
By applying an adhesive filler to the joint portion between 4 and 2 or 4 and 6, 3 and 8, it is possible to facilitate the joint and eliminate the gap. Therefore, the filling of the heat insulating material of 7 can be made uniform in detail and the performance is not impaired.

【0011】[0011]

【発明の効果】本発明は、前記してきたように、在来木
造における施工精度の向上と安定とにより質の高い建物
を供給できる。将来において、大工技術者の大きく減少
した事態に対応できる。日本における伝統的な在来木造
を継承し発展させて行く事ができる。
As described above, the present invention can supply a high-quality building by improving the construction accuracy and stability of conventional wooden construction. In the future, it will be possible to cope with a situation in which the number of carpentry engineers has greatly decreased. It is possible to inherit and develop traditional wooden structures in Japan.

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

【図1】 本発明の軸組パネル組立工法の一実例を示
すアイソメトリック図である。
FIG. 1 is an isometric view showing an actual example of a framed panel assembling method of the present invention.

【符号の説明】[Explanation of symbols]

1 コンクリート布基礎 2 土台 3 柱 4 軸組受け下端材 5 内壁下地材 6 梁(桁) 7 断熱材 8 軸組受け立端材 9 外装受材兼外壁面通気層下地材 10 梁(壁と壁との間) 11 接着充填材塗布面 12 T字金物 13 一文字金物 1 Concrete Cloth Foundation 2 Base 3 Pillar 4 Shaft Support Lower End Material 5 Inner Wall Base Material 6 Beam (Girder) 7 Heat Insulation Material 8 Shaft Support Standing Material 9 Exterior Support / Outer Wall Ventilation Base Material 10 Beam (Wall and Wall Between) 11 Adhesive filler coating surface 12 T-shaped hardware 13 Single-character hardware

─────────────────────────────────────────────────────
─────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成6年5月2日[Submission date] May 2, 1994

【手続補正3】[Procedure 3]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0009[Correction target item name] 0009

【補正方法】変更[Correction method] Change

【補正内容】[Correction content]

【0009】[0009]

【実施例】以下本発明に係わる軸組パネル組立工法の一
実施例を図面と共に説明する。1はコンクリート布基
礎、2は土台である。これらは、従来どうりの施工方法
により結合し固定させる。その上に、軸組をパネル化し
た部材を取り付けて行く。3は柱、6は梁(桁)、4は
軸組受け下端材、8は軸組受け立端材、5は内壁下地
材、9は外壁下地材である。これらは、パネルを構成し
ている材である。在来木造の柱、梁(桁)、間柱を工場
でパネルとするため、4と8との補助材により軸組が
れないように固定している。軸組をパネル化した部材を
左右、上下に結合させて行き、壁と壁との間にはいる梁
(10)を取り付け建物の軸組が完成する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a framed panel assembly method according to the present invention will be described below with reference to the drawings. 1 is a concrete cloth foundation and 2 is a base. These are combined and fixed by a conventional construction method. On top of that, a panelized member is attached. Reference numeral 3 is a pillar, 6 is a beam (girder), 4 is a lower end member for the shaft assembly, 8 is a standing member for the shaft assembly, 5 is an inner wall base material, and 9 is an outer wall base material. These make up the panel
It is a material . Since traditional wooden columns, beams (girders), and studs are used as panels in the factory, the frame is destroyed by the auxiliary materials of 4 and 8.
It is fixed so that it will not come out . Panel members of the framework are joined to the left, right, up and down, and beams (10) inserted between the walls are attached to complete the building framework .

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 在来木造における軸組のうち、壁となる
軸組部分を軸組受け下端材及び軸組受け立端材により、
壁ごとにパネル化した部材を用いて組み立てる工法。
1. A shaft assembly portion of a conventional wooden structure, which is a wall, comprises a shaft assembly lower end member and a shaft assembly receiving end member.
A method of assembling each wall using a panelized member.
【請求項2】 請求項1で記載した、壁となる軸組部分
を軸組受け下端材及び軸組受け立端材により、パネル化
した部材。
2. A member in which the wall portion of the shaft assembly described in claim 1 is panelized by the shaft assembly lower end material and the shaft assembly receiving end material.
【請求項3】 請求項2記載の軸組パネル部材に、断熱
材、外壁下地材、内壁下地材、サッシュ、各種枠材を取
り付けたパネル部材。
3. A panel member in which a heat insulating material, an outer wall base material, an inner wall base material, sash, and various frame materials are attached to the framed panel member according to claim 2.
JP30573993A 1993-10-29 1993-10-29 Assembling method for framework panel Pending JPH07127129A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30573993A JPH07127129A (en) 1993-10-29 1993-10-29 Assembling method for framework panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30573993A JPH07127129A (en) 1993-10-29 1993-10-29 Assembling method for framework panel

Publications (1)

Publication Number Publication Date
JPH07127129A true JPH07127129A (en) 1995-05-16

Family

ID=17948764

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30573993A Pending JPH07127129A (en) 1993-10-29 1993-10-29 Assembling method for framework panel

Country Status (1)

Country Link
JP (1) JPH07127129A (en)

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