JPH03233041A - Wooden structure - Google Patents
Wooden structureInfo
- Publication number
- JPH03233041A JPH03233041A JP2524790A JP2524790A JPH03233041A JP H03233041 A JPH03233041 A JP H03233041A JP 2524790 A JP2524790 A JP 2524790A JP 2524790 A JP2524790 A JP 2524790A JP H03233041 A JPH03233041 A JP H03233041A
- Authority
- JP
- Japan
- Prior art keywords
- columns
- panel
- panels
- plywood
- girder
- 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
- 239000011120 plywood Substances 0.000 claims abstract description 23
- 239000000463 material Substances 0.000 claims abstract description 10
- 238000004026 adhesive bonding Methods 0.000 claims description 4
- 238000010276 construction Methods 0.000 description 14
- 238000010586 diagram Methods 0.000 description 6
- 238000005253 cladding Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 239000004035 construction material Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 239000002699 waste material 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、新規な軸組とパネル工法を含む木造建物を対
象としている。DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention is directed to wooden buildings including novel frame and panel construction methods.
[従来の技術] 第1図ないし第4図には従来例が示しである。[Conventional technology] A conventional example is shown in FIGS. 1 to 4.
第1図は木造建物の隅角部付近の軸組図。Figure 1 is a framework diagram near the corner of a wooden building.
第2図は柱と間柱にベニヤ合板張着用下地材を釘打ちに
より取り付けた状態を示す斜視図、第3図は第2図のベ
ニヤ合板張着用下地材を省略した大壁の構造断面図、
第4図は土台と胴差とを連結する柱及び胴差と桁とを連
結する柱に内外壁を施工した状態を示す説明図である。Figure 2 is a perspective view showing the state in which the base material for plywood cladding is attached to columns and studs by nailing, Figure 3 is a structural cross-sectional view of a large wall with the base material for veneer plywood cladding shown in Figure 2 omitted; FIG. 4 is an explanatory diagram showing a state in which inner and outer walls have been constructed on a column connecting the base and the girder and a column connecting the girder and the girder.
[発明が解決しようとする問題点]
第1図に示された従来の軸組は布基礎に土台lを緊結し
、土台1上に柱21間柱3を建て、耐震、耐風などの必
要上、筋かい4を挿入すると共に柱の繋ぎとなり二階の
梁を支える必要上、胴差5を横架し、内外壁を建てるた
めに柱2、間柱3に胴縁6を取り付けて軸組みする構造
になっていた。[Problems to be Solved by the Invention] The conventional framework shown in FIG. As braces 4 are inserted and it is necessary to connect the columns and support the beams on the second floor, the girder 5 is placed horizontally, and in order to build the inner and outer walls, the girder 6 is attached to the columns 2 and studs 3 and assembled into a frame structure. It had become.
しかし、このような在来軸組工法にあっては、間柱3、
筋かい4、胴縁6を必要とする軸組によって対処してい
るため、一定の構造性能が確保できる反面、施工に手間
がかかり現場作業が面倒であって工期の短縮、工費の低
減が望めず、現場管理の合理化が期待できないものとな
っていた。However, in such conventional framework construction method, stud 3,
Since this is handled by a framework that requires braces 4 and rims 6, a certain level of structural performance can be ensured, but on the other hand, construction is time-consuming and on-site work is troublesome, so shortening the construction period and reducing construction costs can be expected. However, the rationalization of on-site management could not be expected.
また内外壁施工にあたって、第2図に示すように柱2、
間柱3にベニヤ合板張着用下地材7を添え付けて取り付
ける作業と、この下地材7にベニヤ合板8,9を釘打ち
10する作業を必要とするため、冒頭記載の軸組造作の
非能率と相俟って内外壁施工も面倒となる。In addition, when constructing the interior and exterior walls, as shown in Figure 2, pillar 2,
This requires the work of attaching and attaching the base material 7 for plywood cladding to the studs 3, and the work of nailing 10 the plywood boards 8 and 9 to this base material 7, which leads to the inefficiency of the frame construction mentioned at the beginning. Together with this, construction of internal and external walls becomes a hassle.
さらに内外壁施工の場合、柱2の外面にベニヤ合板8.
9が釘打ちして張上げられるため、柱面よりベニヤ合板
8.9の板厚が出張り、かつ建物の室内外全周にわたっ
てベニヤ合板8.9が出張って建物の外観1体裁を損な
うばかりか、第3図に示すように開口部の額縁11が室
内側へ出張ることから建物の居住空間を広く確保できな
いなとの問題が生じる。Furthermore, in the case of interior and exterior wall construction, plywood 8.
9 is nailed and raised, the thickness of the plywood 8.9 will protrude from the column surface, and the plywood 8.9 will protrude all around the interior and exterior of the building, which not only spoils the exterior appearance of the building. As shown in FIG. 3, since the frame 11 of the opening protrudes toward the indoor side, a problem arises in that the living space of the building cannot be secured widely.
[問題点を解決するための手段]
本発明によると、在来の軸組工法において必要とされて
いた間柱、筋かい、胴縁なとの軸組構造材料を不要にし
て軸絹施玉を可能にすることができ、この軸組と後記す
るパネル工法を併用することで上述のような問題点を解
決できる。[Means for Solving the Problems] According to the present invention, the frame construction materials such as studs, braces, and girders that are required in the conventional frame construction method are unnecessary, and the shaft silk gluing can be achieved. By using this frame together with the panel construction method described later, the above-mentioned problems can be solved.
詳しくは本発明は土台、柱、胴差、桁等を構造材料とす
る軸組と、
桟木に両面ベニヤ合板を接着、釘着して構成されている
パネルとから成り、
このパネルを、
(伺土台と胴差とを連結する柱の対向面に設けた決り面
に釘打ちにより取り付ける。In detail, the present invention consists of a frame consisting of a base, pillars, girders, etc. as structural materials, and a panel constructed by gluing and nailing double-sided plywood to the crosspieces. It is attached by nailing to the ledge provided on the opposite side of the pillar that connects the base and the trunk.
(旧胴差と桁とを連結する柱の対向面の設けた決り面に
釘打ちにより取り付ける。(Attach by nailing to the facing surface of the pillar that connects the old barrel gap and the girder.
ことで、パネルは、柱面と同一面に張着できるようにな
っている。This allows the panel to be attached on the same surface as the pillar surface.
[天 施 例コ 次に第5図ないし第9図により実施例を説明する。[Tenshi Example Next, an embodiment will be explained with reference to FIGS. 5 to 9.
第5図は建物の隅角部付近の軸組を示したものであり、
本発明の実施例の軸組(第5図)は、土台11、柱12
.胴差13を備え、在来軸組の間柱3.筋かい4、胴縁
6を不要にしている。多柱12の軸方向には決り面14
が設けである。Figure 5 shows the framework near the corner of the building.
The framework of the embodiment of the present invention (Fig. 5) consists of a base 11, a pillar 12
.. It is equipped with a trunk difference 13, and studs 3. Bracing 4 and body rim 6 are unnecessary. In the axial direction of the multi-column 12, there is a defined surface 14.
is the provision.
本発明実施例のパネル(第8図)15は、桟木16にベ
ニヤ合板17.18を接着、釘着19して製作されてい
る。The panel 15 of the embodiment of the present invention (FIG. 8) is manufactured by gluing and nailing 19 plywood boards 17 and 18 to the crosspieces 16.
各ベニヤ合板17.18の表面には防水加工処理が施さ
れている。The surface of each plywood board 17, 18 is waterproofed.
前記軸組(第5図)にパネル(第8図)を壁装する場合
は、土台11と胴差13とを連結する柱12の対向面に
設けた決り面14にパネル15を入れて釘打ち20(第
9図)を行うことにより取り付けることかできる。When mounting a panel (Fig. 8) on the frame (Fig. 5), insert the panel 15 into the facing face 14 provided on the opposite face of the column 12 connecting the base 11 and the girder 13, and then nail it. It can be attached by punching 20 (FIG. 9).
また胴差13と桁21とを連結する柱12のネ↑向面の
設けた決り面14にパネル15を入れて釘打ち20(第
9図)することで取り付けられる。Furthermore, the panel 15 can be attached by inserting the panel 15 into the bevel 14 provided on the vertically facing surface of the pillar 12 that connects the girder 13 and the girder 21 and nailing it 20 (FIG. 9).
それにより、パネル15のベニヤ合板17゜18は、柱
面12aと同一面に設定できる。Thereby, the plywood 17 and 18 of the panel 15 can be set on the same plane as the column surface 12a.
本発明の木造建物では軸組にパネルを施工する場合、パ
ネル15のベニヤ合板17.18を柱12の中に決り入
れることで軸組(第5図)にパネル15を建装させるこ
とが可能である。In the wooden building of the present invention, when constructing panels on the framework, it is possible to erect the panels 15 on the framework (Fig. 5) by inserting the plywood 17 and 18 of the panel 15 into the pillars 12. It is.
すなわちパネル15は、在来軸組が有している筋かいの
作用を促す構造体となり、パネル15を筋かいとして利
用することができると共にこれにより適切な軸組と内外
壁施工が期待できる。In other words, the panel 15 becomes a structure that promotes the action of the bracing that the conventional frame has, and the panel 15 can be used as a brace, and this allows for appropriate frame construction and interior and exterior wall construction.
[発明の効果]
以上説明してきたように、本発明の木造建物にあっては
、
軸組造作にあたって、間柱、筋かい、胴縁等の使用を不
要としたから軸組が簡略化構造となって、軸組の現場施
工が容易となり、内外壁のを建装する場合、パネルを柱
の決り面へ取り付けることで、パネル自体が従来軸組の
筋かい効果を発揮し、パネルによって軸組を固めた耐久
性に優れた建物が完工できるという効果が得られる。[Effects of the Invention] As explained above, in the wooden building of the present invention, the use of studs, braces, rims, etc. is unnecessary when constructing the frame, so the frame has a simplified structure. This makes it easier to construct frames on-site, and when constructing internal and external walls, by attaching panels to the edge of columns, the panels themselves exert the bracing effect of conventional frames, and the panels can be used to strengthen frames. The effect is that a hardened and durable building can be completed.
また従来のように土台、柱、間柱からなる軸組に下地材
を取り付け、この下地材にベニヤ合板を張着したり或い
は柱の外面に直接、ベニヤ合板を釘打ちすることにより
柱面よりベニヤ合板が出張るのに比べ、本発明ではパネ
ルを柱の決り面へ取り付けることで柱面とパネルが同一
面に揃い、バネルが柱の内側に納まるので居住空間を広
く確保できるのみならず内外壁の取付施工を無駄なく容
易に行うことができる。In addition, as in the past, a base material is attached to a frame consisting of a foundation, columns, and studs, and plywood is pasted to this base material, or the plywood is nailed directly to the outside surface of the column, so that the veneer is removed from the column surface. Compared to plywood that protrudes, with the present invention, the panel is attached to the edge of the pillar, so the pillar surface and the panel are flush with each other, and the panel fits inside the pillar, making it possible not only to secure a large living space, but also to protect the interior and exterior walls. The installation work can be carried out easily and without waste.
さらに従来の軸組の構造性能をパネル構造体により充た
すという効果と相俟って柱とパネルとの取り合いが適切
となり、しかも上台−胴差−桁の内外壁が一体構造とな
り、かつ本発明の軸組とパネル工法により −階建住宅
、二階建住宅の工期短縮と現場作業の合理化が期待でき
る。Furthermore, together with the effect that the structural performance of the conventional frame is fulfilled by the panel structure, the connection between the columns and the panels becomes appropriate, and the upper platform, the girder difference, and the inner and outer walls of the girder have an integral structure, and the present invention Frame and panel construction methods can be expected to shorten the construction period for story and two-story houses and streamline on-site work.
第1図ないし第4図は従来例を示し、第1図は木造建物
の隅角部付近の軸組図、第2図は柱と間柱にベニヤ合板
張着用f地材を釘打ちにより取り付けた状態を示す斜視
図、第3図は第2図のベニヤ合板張着用下地材を省略し
た大壁の構造断面図、第4図は土台と胴差とを連結する
柱及び胴差と桁とを連結する柱にベニヤ合板を施工した
状態を示す説明図である。。
第5図ないし第9図は本発明の実施例を示し、第5図は
木造建物の隅角部付近の軸組図、第6図は第5図の軸組
にパネルを建装した状態を示す斜視図、第7図は軸組の
柱にパネルを建装した状態を示す断面図、第8図はパネ
ルの断面図、第9図は軸組の土台と胴差とを連結する柱
及び胴差と桁とを連結する柱にパネルを施工した状態を
示す説明図である。
11 : 土台
12:柱
13 : 胴差
14 : 柱の決り面
15 : パネル
16 : パネルの桟木
17 : パネルのベニヤ合板
18 ・ パネルのベニヤ合板
21:桁Figures 1 to 4 show conventional examples, Figure 1 is a framework diagram near the corner of a wooden building, and Figure 2 is a diagram of a frame for plywood cladding attached to pillars and studs by nailing. A perspective view showing the state of the structure, Figure 3 is a cross-sectional view of the structure of the large wall with the base material for plywood cladding shown in Figure 2 omitted, and Figure 4 shows the pillars connecting the foundation and the shelving, the shelving and the girder. It is an explanatory view showing a state in which veneer plywood is constructed on the pillars to be connected. . Figures 5 to 9 show embodiments of the present invention. Figure 5 is a diagram of the framework near the corner of a wooden building, and Figure 6 is a diagram of the framework in Figure 5 with panels installed. FIG. 7 is a sectional view showing the panel installed on the pillar of the framework, FIG. 8 is a sectional view of the panel, and FIG. It is an explanatory view showing the state where a panel was constructed on the column which connects the girder and the girder. 11: Base 12: Column 13: Body difference 14: Column edge 15: Panel 16: Panel crosspiece 17: Panel plywood 18 - Panel plywood 21: Girder
Claims (1)
パネルとから成り、該パネルを軸組の(イ)土台と胴差
とを連結する柱の対向面に設けた決り面に釘打ちにより
取り付け、(ロ)胴差と桁とを連結する柱の対向面に設
けた決り面に釘打ちにより取り付けてなることを特徴と
する木造建物。(1) Consists of a framework whose structural materials are foundations, pillars, girders, etc., and panels made by gluing and nailing double-sided plywood to the crosspieces. ) Attach by nailing to the ledge provided on the opposite surface of the column connecting the base and girder; (b) Attach by nailing to the ledge provided on the opposing surface of the column connecting the sill and girder. A wooden building that is characterized by
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2524790A JPH03233041A (en) | 1990-02-06 | 1990-02-06 | Wooden structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2524790A JPH03233041A (en) | 1990-02-06 | 1990-02-06 | Wooden structure |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH03233041A true JPH03233041A (en) | 1991-10-17 |
Family
ID=12160661
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2524790A Pending JPH03233041A (en) | 1990-02-06 | 1990-02-06 | Wooden structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH03233041A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH05195575A (en) * | 1992-01-20 | 1993-08-03 | Yoshino Meiboku Seizo Hanbai Kk | Panel and framework precut panel built-in construction method |
US5718093A (en) * | 1995-03-20 | 1998-02-17 | Tanaka Masakatsu Design Office Co., Ltd. | Floor panel joint structure and method of making a wooden building with the same |
CN102758537A (en) * | 2012-07-12 | 2012-10-31 | 成军 | Construction method for timberwork buildings |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS53118822A (en) * | 1977-03-26 | 1978-10-17 | Masaru Gotou | Wooden dwelling house constructed of convex pillar* concave pillar* llshaped pillar *boxxshaped* and so on |
-
1990
- 1990-02-06 JP JP2524790A patent/JPH03233041A/en active Pending
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS53118822A (en) * | 1977-03-26 | 1978-10-17 | Masaru Gotou | Wooden dwelling house constructed of convex pillar* concave pillar* llshaped pillar *boxxshaped* and so on |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH05195575A (en) * | 1992-01-20 | 1993-08-03 | Yoshino Meiboku Seizo Hanbai Kk | Panel and framework precut panel built-in construction method |
US5718093A (en) * | 1995-03-20 | 1998-02-17 | Tanaka Masakatsu Design Office Co., Ltd. | Floor panel joint structure and method of making a wooden building with the same |
CN102758537A (en) * | 2012-07-12 | 2012-10-31 | 成军 | Construction method for timberwork buildings |
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