JPH08144429A - Building wooden frame - Google Patents
Building wooden frameInfo
- Publication number
- JPH08144429A JPH08144429A JP28343594A JP28343594A JPH08144429A JP H08144429 A JPH08144429 A JP H08144429A JP 28343594 A JP28343594 A JP 28343594A JP 28343594 A JP28343594 A JP 28343594A JP H08144429 A JPH08144429 A JP H08144429A
- Authority
- JP
- Japan
- Prior art keywords
- plate
- frame
- pillar
- wooden frame
- width
- 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
- 239000000463 material Substances 0.000 claims abstract description 18
- 239000000853 adhesive Substances 0.000 claims description 10
- 230000001070 adhesive effect Effects 0.000 claims description 10
- 238000004519 manufacturing process Methods 0.000 abstract description 8
- 238000005304 joining Methods 0.000 abstract description 3
- 239000007767 bonding agent Substances 0.000 abstract 2
- 230000003014 reinforcing effect Effects 0.000 abstract 1
- 238000000034 method Methods 0.000 description 4
- 238000005520 cutting process Methods 0.000 description 2
- 238000010030 laminating Methods 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
Landscapes
- Rod-Shaped Construction Members (AREA)
- Laminated Bodies (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】この発明は木造建物の開口枠や壁
用枠などとして適用される建物用木質枠体に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a wooden frame for a building applied as an opening frame or a wall frame of a wooden building.
【0002】[0002]
【従来の技術】1対の柱と梁とが門形状に枠組みされた
木質枠体を木造建物の開口枠として使用するためには水
平方向のせん断荷重に対する木質枠体のせん断耐力を強
化する必要がある。従来では建物用木質枠体の製作に際
し、1対の柱および梁の端部をそれぞれ切削加工して柱
および梁の端部にほぞ、ほぞ孔、継手溝等を形成し、こ
のほぞ、ほぞ孔、継手溝等によって柱と梁とを結合して
いた。2. Description of the Related Art In order to use a wooden frame in which a pair of columns and beams are framed in a gate shape as an opening frame of a wooden building, it is necessary to strengthen the shear strength of the wooden frame against a horizontal shear load. There is. Conventionally, when manufacturing a wooden frame for a building, the ends of a pair of pillars and beams are machined to form mortises, mortises, joint grooves, etc. at the ends of the pillars and beams. The columns and beams were connected by joint grooves.
【0003】[0003]
【発明が解決しようとする課題】従来の木質枠体の製作
方法では柱および梁の端部を切削加工する手数、およ
び、柱と梁とを結合する手数が煩雑となる問題点や、柱
と梁との結合強度が不充分乃至不安定となって木造建物
の開口枠として必要なせん断耐力を有する木質枠体の製
作が困難となる問題点がある。本発明は木質枠体の製作
を簡易化して木質枠体のせん断耐力を増強することを課
題とするものである。SUMMARY OF THE INVENTION In the conventional method for manufacturing a wooden frame body, the number of steps for cutting the ends of the columns and the beams and the number of steps for connecting the columns and the beams are complicated, and There is a problem that the strength of the connection with the beam is insufficient or unstable, and it becomes difficult to manufacture a wooden frame body having a shear strength necessary as an opening frame of a wooden building. It is an object of the present invention to simplify the production of a wooden frame and enhance the shear strength of the wooden frame.
【0004】[0004]
【課題を解決するための手段】本発明の建物用木質枠体
は、木質枠体の高さと等しい長さを有する1対の第1柱
用板材、および、この第1柱用板材の板厚と等しい板厚
を有し、木質枠体の横幅より前記第1柱用板材の板幅の
2倍の長さだけ短縮された長さを有する第1梁用板材が
門形状に配列された適数個の第1枠体エレメントと、前
記第1柱用板材の板厚および板幅と等しい板厚および板
幅を有し、前記第1柱用板材の長さより前記第1梁用板
材の板幅だけ短縮された長さを有する1対の第2柱用板
材、および、前記第1梁用板材の板厚および板幅と等し
い板厚および板幅を有し、前記木質枠体の横幅と等しい
長さを有する第2梁用板材が門形状に配列された適数個
の第2枠体エレメントとを、板厚方向へ交互に重ね合わ
せて隣り合う両枠体エレメントをそれぞれ接着剤で接合
した構成を有する。DISCLOSURE OF THE INVENTION A wooden frame for a building according to the present invention comprises a pair of first pillar plates having a length equal to the height of the wooden frame, and a plate thickness of the first pillar plate. A first beam plate member having a plate thickness equal to and having a length shorter than the lateral width of the wooden frame by twice the plate width of the first column plate member arranged in a gate shape. A plate of the first beam plate having a number of first frame elements and a plate thickness and a plate width that are equal to the plate thickness and the plate width of the plate member for the first pillar, and the plate member for the first beam being longer than the length of the plate member for the first pillar. A pair of second pillar plate members having a length shortened by the width, and a plate thickness and a plate width equal to the plate thickness and plate width of the first beam plate member, and the lateral width of the wooden frame body. Both frames adjacent to each other by alternately stacking an appropriate number of second frame elements in which plate members for second beams having the same length are arranged in a gate shape in the plate thickness direction. It has a structure formed by bonding the respective adhesive element.
【0005】[0005]
【作用】上記した構成を有する木質枠体において、1対
の第1柱用板材および第1梁用板材を門形状に配列して
第1枠体エレメントを形成し、この第1枠体エレメント
と、1対の第2柱用板材および第2梁用板材を門形状に
配列して形成された第2枠体エレメントとを重ね合わせ
て接着剤で接合し、同様な手順で第1枠体エレメントお
よび第2枠体エレメントを交互に重ね合わせて接合し、
1対の柱と梁との結合部を造形しながら1対の柱と梁と
を造形して木質枠体を作製する。In the wooden frame having the above structure, the pair of first pillar plate members and first beam plate members are arranged in a gate shape to form a first frame element. A pair of the second pillar plate material and the second beam plate material are arranged in a gate shape and overlapped with the second frame body element, which are joined with an adhesive, and the first frame body element is formed by the same procedure. And the second frame element are alternately superposed and joined,
A pair of pillars and beams are formed while forming a connecting portion between the pair of pillars and beams to produce a wooden frame.
【0006】[0006]
【発明の効果】本発明によれば、各板材を順次積層およ
び接合することによって、第1、第2枠体エレメントを
順次接合して1対の柱と梁との結合部を作製しながら、
1対の柱および梁を徐々に造形して木質枠体を作製する
ことができ、ほぞ、ほぞ孔、継手溝等の継手加工を行う
必要がないので、木質枠体の製作を簡易化することがで
きるとともに、柱自体および梁自体の強度特性、およ
び、柱と梁との結合部の強度特性を共に強化して木質枠
体の構造的強度を増強することができ、木質枠体に対し
て開口枠として必要なせん断耐力を保有させることがで
きる。According to the present invention, by sequentially laminating and joining the plate materials, the first and second frame elements are sequentially joined to form a pair of pillar and beam joints,
A wooden frame can be manufactured by gradually shaping a pair of pillars and beams, and since it is not necessary to perform joint processing such as mortises, mortise holes, joint grooves, etc., the production of the wooden frame can be simplified. In addition, it is possible to strengthen both the strength characteristics of the column itself and the beam itself, and the strength characteristics of the joint portion between the column and the beam, and to strengthen the structural strength of the wooden frame body. The shear strength required for the opening frame can be retained.
【0007】[0007]
【実施例】次に、本発明の1実施例を図面にしたがって
説明する。木造建物の開口枠、壁用枠等として適用され
る木質枠体1は並立された1対の垂直な柱2,2と、こ
の柱2の厚さと等しい厚さを有し、左右端部が両柱2の
上端部にそれぞれ結合された状態で両柱2の上端部に橋
架された水平な梁3とによって門形状に形成される。An embodiment of the present invention will be described below with reference to the drawings. A wooden frame 1 applied as an opening frame of a wooden building, a frame for walls, and the like has a pair of vertical columns 2 and 2 arranged in parallel and has a thickness equal to the thickness of the columns 2, and the left and right ends are It is formed in a gate shape by a horizontal beam 3 bridged to the upper ends of both columns 2 while being connected to the upper ends of both columns 2.
【0008】両柱2の下端部は固定金具4によって土
台、下層階の梁等にそれぞれ固定される。The lower ends of both columns 2 are fixed to the base, beams on the lower floors, etc. by fixing members 4, respectively.
【0009】木質枠体1はそれぞれ門形状の正面形状を
有し、高さおよび横幅が等しい適数個の第1枠体エレメ
ント5と適数個の第2枠体エレメント6とを交互に重ね
合わせて隣合う第1、第2枠体エレメント5,6を接着
剤でそれぞれ接合して作製される。Each of the wooden frames 1 has a gate-shaped front shape, and an appropriate number of first frame elements 5 and an appropriate number of second frame elements 6 having the same height and width are alternately stacked. The first and second frame body elements 5 and 6 which are adjacent to each other are joined together with an adhesive to be manufactured.
【0010】各第1枠体エレメント5は、木質枠体1の
高さa1と等しい長さをそれぞれ有する1対の帯板状の
第1柱用板材7と、この第1柱用板材7の板厚と等しい
板厚を有し、木質枠体1の横幅a2より第1柱用板材7
の板幅b1の2倍の長さだけ短縮された長さを有する1
個の帯板状の第1梁用板材9とを、並立した両第1柱用
板材7の上端部間に第1梁用板材9を挟み込んだ状態で
門形状に配列した形状にそれぞれ形成されている。Each first frame element 5 has a pair of strip-plate-shaped first pillar plate members 7 each having a length equal to the height a1 of the wooden frame member 1, and the first pillar plate members 7. The first pillar plate member 7 has a plate thickness equal to the plate thickness and is determined from the lateral width a2 of the wooden frame body 1.
Having a length shortened by twice the plate width b1 of
The strip-shaped first beam plate members 9 are arranged in a gate shape with the first beam plate members 9 sandwiched between the upper end portions of the first column plate members 7 arranged in parallel. ing.
【0011】各第2枠体エレメント6は、第1柱用板材
7の板厚および板幅b1と等しい板厚および板幅をそれ
ぞれ有し、第1柱用板材7の長さより第1梁用板材9の
板幅b2だけ短縮された長さをそれぞれ有する1対の帯
板状の第2柱用板材8と、第1梁用板材9の板厚および
板幅b2と等しい板厚および板幅を有し、木質枠体1の
横幅a2と等しい長さを有する第2梁用板材10とを、
並立した両第2柱用板材8上に第2梁用板材10の左右
端部を載置した状態で門形状に配列した形状にそれぞれ
形成されている。Each second frame element 6 has a plate thickness and a plate width equal to the plate thickness and plate width b1 of the plate member 7 for the first pillar, respectively. A pair of strip plate-shaped second pillar plate members 8 each having a length shortened by the plate width b2 of the plate member 9, and a plate thickness and a plate width equal to the plate thickness and plate width b2 of the first beam plate member 9 And a second beam plate member 10 having a length equal to the lateral width a2 of the wooden frame body 1,
The right and left end portions of the second beam plate members 10 are placed on the two columnar plate members 8 arranged in parallel, and are formed in a gate-shaped arrangement.
【0012】各柱用板材7,8および各梁用板材9,1
0はそれぞれ構造用単板積層材を所定長さおび所定幅に
切断して形成されている。Plate members 7 and 8 for columns and plate members 9 and 1 for beams
0 is formed by cutting each structural veneer laminate into a predetermined length and a predetermined width.
【0013】両柱2は、複数個の第1柱用板材7と複数
個の第2柱用板材8とを、各第1柱用板材7の上端部に
第2柱用板材8の上端面から突出された突出部がそれぞ
れ形成されて各第2柱用板材8の上方にそれぞれ凹陥部
が形成された状態で、板厚方向へ交互に重ね合わせて接
着剤で接合した積層構造をそれぞれ有する。Each of the columns 2 has a plurality of first column plate members 7 and a plurality of second column plate members 8 at the upper end portion of each first column plate member 7 and the upper end surface of the second column plate member 8. In the state in which the protruding portions protruding from the second pillar plate members 8 are formed and the concave portions are formed above the respective second pillar plate members 8, the laminated members are alternately laminated in the plate thickness direction and bonded with an adhesive. .
【0014】梁3は複数個の第1梁用板材9と、複数個
の第2梁用板材10とを、各第2梁用板材10の左右端
部に第1梁用板材9の左右端面から突出した左右各1対
の突出部がそれぞれ対称状に形成されて各第1梁用板材
9の両側方にそれぞれ凹陥部が形成された状態で、板厚
方向へ交互に重ね合わせて接着剤で接合した積層構造を
有する。The beam 3 includes a plurality of first beam plate members 9 and a plurality of second beam plate members 10 at the left and right end portions of each second beam plate member 10 and the left and right end faces of the first beam plate members 9. A pair of left and right protrusions protruding from each of the first beam members 9 are formed symmetrically, and recesses are formed on both sides of each first beam plate member 9. It has a laminated structure joined by.
【0015】両柱2の上端部と梁3の左右端部とは、一
方の柱2の各突出部と梁3の一方側の各凹陥部とがそれ
ぞれ嵌め合わされて一方の柱2の各凹陥部と梁3の一方
側の各突出部とがそれぞれ嵌め合わされ、一方の柱2の
各突出部と梁3の一方側の各突出部とが交互に重ね合わ
されて接着剤で接合された状態でそれぞれ結合されてい
る。The upper ends of the columns 2 and the left and right ends of the beam 3 are fitted with the protrusions of the column 2 and the recesses of the beam 3 on one side, respectively. And the projections on one side of the beam 3 are fitted to each other, and the projections of the one pillar 2 and the projections on one side of the beam 3 are alternately overlapped and bonded with an adhesive. Each is combined.
【0016】木質枠体1の製作に際し、図5に示すよう
に、始めに1対の第1柱用板材7と1個の第1梁用板材
9とを、門形状の第1枠体エレメント5が形成されるよ
うに水平面上に並べてこの第1枠体エレメント5の上面
に接着剤をそれぞれ塗布する。When manufacturing the wooden frame 1, as shown in FIG. 5, first, a pair of first pillar plate members 7 and one first beam plate member 9 are connected to each other to form a gate-shaped first frame member. Adhesives are applied to the upper surfaces of the first frame body elements 5 side by side on a horizontal plane so that 5 are formed.
【0017】この状態で、1対の第2柱用板材8および
1個の第2梁用板材10を、門形状の第2枠体エレメン
ト6が形成されるようにして両第1柱用板材7上および
第1梁用板材9上に重ね合わせ、この第2枠体エレメン
ト6の上面に接着剤を塗布する。In this state, the pair of second pillar plate members 8 and one second beam plate member 10 are formed so that the gate-shaped second frame element 6 is formed. 7 and the first beam plate member 9 are overlapped with each other, and an adhesive is applied to the upper surface of the second frame element 6.
【0018】以下同様な手順で、1対の第1柱用板材7
および第1梁用板材9と、1対の第2柱用板材8および
第2梁用板材10とを、交互に重ね合わせて各重ね合わ
せ面に接着剤を塗布し、積層された各第1、第2枠体エ
レメント5,6を加圧すると、隣合う各第1、第2枠体
エレメント5,6がそれぞれ接着剤で接合された木質枠
体1を作製することができる。In the same procedure as above, a pair of first pillar plate members 7
Also, the first beam plate member 9 and the pair of second pillar plate members 8 and second beam plate members 10 are alternately superposed on each other, and an adhesive is applied to each superposed surface. When the second frame elements 5 and 6 are pressed, the wooden frame 1 in which the first and second frame elements 5 and 6 adjacent to each other are respectively bonded with the adhesive can be manufactured.
【0019】次に、上記した構成を有する実施例の作用
と効果を説明する。本例では、木質枠体1の高さa1と
等しい長さを有する1対の第1柱用板材7、および、こ
の第1柱用板材7の板厚と等しい板厚を有し、木質枠体
1の横幅a2より第1柱用板材7の板幅b1の2倍の長
さだけ短縮された長さを有する第1梁用板材9が門形状
に配列された2個の第1枠体エレメント5と、第1柱用
板材7の板厚および板幅b1と等しい板厚および板幅を
有し、第1柱用板材7の長さより第1梁用板材9の板幅
b2だけ短縮された長さを有する1対の第2柱用板材
8、および、第1梁用板材9の板厚および板幅b2と等
しい板厚および板幅を有し、木質枠体1の横幅a2と等
しい長さを有する第2梁用板材10が門形状に配列され
た2個の第2枠体エレメント6とを、板厚方向へ交互に
重ね合わせて隣り合う両枠体エレメントをそれぞれ接着
剤で接合して木質枠体1を形成してある。Next, the operation and effect of the embodiment having the above-mentioned structure will be described. In this example, a pair of first pillar plate members 7 having a length equal to the height a1 of the wooden frame body 1 and a plate thickness equal to the plate thickness of the first pillar plate members 7 are provided. Two first frame bodies in which the first beam plate members 9 having a length that is shorter than the lateral width a2 of the body 1 by twice the plate width b1 of the first pillar plate member 7 are arranged in a gate shape The element 5 has a plate thickness and a plate width equal to the plate thickness and plate width b1 of the first pillar plate member 7, and is shortened from the length of the first pillar plate member 7 by the plate width b2 of the first beam plate member 9. A pair of second pillar plate members 8 having different lengths, and a plate thickness and a plate width b2 that are equal to those of the first beam plate member 9 and a lateral width a2 of the wooden frame 1 Two frame elements adjacent to each other by alternately overlapping two second frame elements 6 in which the second beam plate members 10 having a length are arranged in a gate shape in the plate thickness direction. Each adhesively bonded is formed with wooden frame 1.
【0020】このため、各板材7,8,9,10を順次
積層および接合することによって、第1、第2枠体エレ
メント5,6を順次接合して1対の柱2と梁3との結合
部を作製しながら、1対の柱2および梁3を徐々に造形
して木質枠体1を作製することができ、ほぞ、ほぞ孔、
継手溝等の継手加工を行う必要がないので、木質枠体1
の製作を簡易化することができるとともに、柱2自体お
よび梁3自体の強度特性、および、柱2と梁3との結合
部の強度特性を共に強化して木質枠体1の構造的強度を
増強することができ、木質枠体1に対して開口枠として
必要なせん断耐力を保有させることができる。For this reason, the first and second frame elements 5, 6 are sequentially joined by sequentially laminating and joining the plate members 7, 8, 9, 10 so that the pair of pillars 2 and beams 3 are joined. The wooden frame 1 can be manufactured by gradually shaping the pair of pillars 2 and the beams 3 while manufacturing the joint portion.
Since it is not necessary to process joints such as joint grooves, the wooden frame 1
Can be simplified, and the strength characteristics of the pillar 2 itself and the beam 3 itself and the strength characteristics of the joint between the pillar 2 and the beam 3 can be strengthened to increase the structural strength of the wooden frame 1. The strength can be increased, and the wooden frame 1 can be made to have the shear strength required as an opening frame.
【図1】本発明の1実施例を示す木質枠体の正面図であ
る。FIG. 1 is a front view of a wooden frame showing an embodiment of the present invention.
【図2】図1のX−X線拡大断面図である。FIG. 2 is an enlarged sectional view taken along line XX of FIG.
【図3】木質枠体を枠体エレメントに分解した斜視図で
ある。FIG. 3 is a perspective view in which a wooden frame is disassembled into frame elements.
【図4】木質枠体の斜視図である。FIG. 4 is a perspective view of a wooden frame.
【図5】木質枠体を作製する過程を説明する斜視図であ
る。FIG. 5 is a perspective view illustrating a process of producing a wooden frame.
1 木質枠体 2 柱 3 梁 5 第1枠体エレメント 6 第2枠体エレメント 7 第1柱用板材 8 第2柱用板材 9 第1梁用板材 10 第2梁用板材 DESCRIPTION OF SYMBOLS 1 Wooden frame 2 Column 3 Beam 5 1st frame element 6 2nd frame element 7 Plate material for 1st pillar 8 Plate material for 2nd pillar 9 Plate material for 1st beam 10 Plate material for 2nd beam
Claims (1)
対の第1柱用板材、および、この第1柱用板材の板厚と
等しい板厚を有し、木質枠体の横幅より前記第1柱用板
材の板幅の2倍の長さだけ短縮された長さを有する第1
梁用板材が門形状に配列された適数個の第1枠体エレメ
ントと、前記第1柱用板材の板厚および板幅と等しい板
厚および板幅を有し、前記第1柱用板材の長さより前記
第1梁用板材の板幅だけ短縮された長さを有する1対の
第2柱用板材、および、前記第1梁用板材の板厚および
板幅と等しい板厚および板幅を有し、前記木質枠体の横
幅と等しい長さを有する第2梁用板材が門形状に配列さ
れた適数個の第2枠体エレメントとを、板厚方向へ交互
に重ね合わせて隣り合う両枠体エレメントをそれぞれ接
着剤で接合したことを特徴とする建物用木質枠体。1. A unit having a length equal to the height of a wooden frame.
A pair of plate materials for the first pillar, and a plate thickness equal to the plate thickness of the plate material for the first pillar, and shorter than the lateral width of the wooden frame by a length twice the width of the plate material for the first pillar. First having a fixed length
An appropriate number of first frame elements in which plate members for beams are arranged in a gate shape, and a plate thickness and a plate width equal to the plate thickness and plate width of the plate members for the first pillar, and the plate member for the first pillar. Pair of second pillar plates having a length shorter than the length of the first beams by the plate width of the first beams, and a plate thickness and a plate width equal to the plate thickness and the plate width of the first beam plates. And a suitable number of second frame elements in which a second beam plate material having a length equal to the width of the wooden frame body is arranged in a gate shape, and are alternately stacked in the plate thickness direction to be adjacent to each other. A wooden frame for a building, characterized in that both matching frame elements are joined with an adhesive.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP28343594A JPH08144429A (en) | 1994-11-17 | 1994-11-17 | Building wooden frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP28343594A JPH08144429A (en) | 1994-11-17 | 1994-11-17 | Building wooden frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH08144429A true JPH08144429A (en) | 1996-06-04 |
Family
ID=17665510
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP28343594A Pending JPH08144429A (en) | 1994-11-17 | 1994-11-17 | Building wooden frame |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH08144429A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FI20245070A1 (en) * | 2024-01-24 | 2025-07-25 | Metsaeliitto Osuuskunta | Pre-manufactured wall element |
-
1994
- 1994-11-17 JP JP28343594A patent/JPH08144429A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FI20245070A1 (en) * | 2024-01-24 | 2025-07-25 | Metsaeliitto Osuuskunta | Pre-manufactured wall element |
| FI131812B1 (en) * | 2024-01-24 | 2025-12-15 | Metsaeliitto Osuuskunta | Pre-manufactured wall element |
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