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JPH02311644A - Synthetic beam for framework structure - Google Patents

Synthetic beam for framework structure

Info

Publication number
JPH02311644A
JPH02311644A JP13110089A JP13110089A JPH02311644A JP H02311644 A JPH02311644 A JP H02311644A JP 13110089 A JP13110089 A JP 13110089A JP 13110089 A JP13110089 A JP 13110089A JP H02311644 A JPH02311644 A JP H02311644A
Authority
JP
Japan
Prior art keywords
members
horizontal
square
horizontal members
angular
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
JP13110089A
Other languages
Japanese (ja)
Other versions
JPH0762371B2 (en
Inventor
Tatsuaki Yamawaki
山脇 辰明
Hiroyuki Mukoda
向田 博幸
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.)
TSUCHIYA KEIEI KK
Original Assignee
TSUCHIYA KEIEI 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 TSUCHIYA KEIEI KK filed Critical TSUCHIYA KEIEI KK
Priority to JP13110089A priority Critical patent/JPH0762371B2/en
Publication of JPH02311644A publication Critical patent/JPH02311644A/en
Publication of JPH0762371B2 publication Critical patent/JPH0762371B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Rod-Shaped Construction Members (AREA)

Abstract

PURPOSE:To increase the strength for a concentrated load by arranging angular members between the horizontal members connecting the part between stays so as to be superposed at the upper and lower edge parts and forming a space between the upper and lower horizontal beams and carrying out fixation by bolts. CONSTITUTION:A foundation base 1 is formed from long horizontal members 1a and angular members 1b which are interposed by bolts and nuts 3 between the horizontal members 1a. A synthetic beam 4 is formed from two long horizontal members 4a each of which has a nearly square sectional shape and set between stays 2b and 2c by an installation metal fitting 7 and angular members 4b interposed at each certain interval. Further, the angular members 4b set between two horizontal members 4a are arranged so as to be superposed at the edge parts in the upper and lower stages and the length in the space between the angular members 4b in the horizontal direction is made constant. Then, after the synthetic beam 4 is fixed onto the stays 2b and 2c, diagonal bracings 5 are installed. Thus, production cost can be reduced.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は木造構造の家屋における柱と柱の間を連結する
合成梁に関する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention relates to a composite beam that connects columns in a wooden house.

〔従来の技術〕[Conventional technology]

従来、柱と柱の間を連結する梁は断面形が長方体の単材
を長手方向が上下方向となるように両端が柱に取付けら
れていた。
Conventionally, beams connecting columns have been made of a single member with a rectangular cross-section and attached to the columns at both ends so that the longitudinal direction is the vertical direction.

〔発明が解決しようとする課題] ところで、前記した従来の単材による梁にあっては、断
面形が大きくなるためにコストの高いものとなると共に
乾燥するにしたがって縮みが大きくなって狂いが生じ易
く、また単材であることから自重によってたわんで曲が
ったり割が生じたりするという問題があった。
[Problems to be Solved by the Invention] By the way, the above-mentioned conventional beam made of a single material has a large cross-sectional shape, resulting in high cost, and also tends to shrink more as it dries, causing misalignment. Moreover, since it is made of a single material, it has the problem of bending and cracking due to its own weight.

さらに、単材であるために集中荷重に対して弱く長年の
使用によって柱が傾いたりすることがあると共に、振動
にも弱いので地震等の外部振動によって構築物全体の振
動も大きくなる等の問題があった。
Furthermore, since it is made of a single material, it is weak against concentrated loads and may cause the column to tilt after years of use, and it is also weak against vibration, so external vibrations such as earthquakes can increase the vibration of the entire structure. there were.

本発明は前記した問題点を解決せんとするもので、その
目的とするところは、断面形が小さい長尺の水平材と、
該水平材と略同じ断面形の短尺の角材とによってトラス
構造を有する合成梁とすることにより、前記した従来の
問題点を解消し得る軸組構造用合成梁を提供せんとする
にある。
The present invention aims to solve the above-mentioned problems, and its purpose is to provide a long horizontal member with a small cross-section,
It is an object of the present invention to provide a composite beam for frame structures that can solve the above-mentioned conventional problems by forming a composite beam having a truss structure using short square members having substantially the same cross-sectional shape as the horizontal members.

〔課題を解決するための手段] 本発明は前記した目的を達成するためになされたもので
、その手段は、柱間を接続する少なくとも2本の水平材
の間に一定の長さを有する角材を上下に隣接するもの同
士の端部において重なるように配置すると共に、水平方
向の角材によって形成される空間の長さが一定となるよ
うに配置し、かつ、前記水平材間に前記角材を介してボ
ルトを挿通してナツトで締め付け一体化したものである
[Means for Solving the Problems] The present invention has been made to achieve the above-mentioned object, and its means include a square beam having a constant length between at least two horizontal beams connecting columns. are arranged so that they overlap at the ends of vertically adjacent pieces, and are arranged so that the length of the space formed by the horizontal square pieces is constant, and the square pieces are interposed between the horizontal pieces. The bolt is inserted through the bolt, and the bolt is tightened with a nut.

〔作 用〕[For production]

前記した如く構成された軸組構造用合成梁は、柱間に配
置される断面形が小さい長尺の水平材間に一定の長さを
有する短尺の角材を一定間隔毎に配置すると共に上段の
角材と下段の角材とが上下において端部で重なるように
配置し、かつ、水平材間に角材を介してボルト締めによ
って一体化したので、水平材と角材によって形成される
合成梁はトラス構造となり、従って、従来の単材による
梁よりも製品コストが低下すると共に集中荷重に対して
強く、従って、振動にも強くなり、かつ自重でたわむこ
ともないものである。
The frame structural composite beam constructed as described above is constructed by placing short square beams with a certain length at regular intervals between the long horizontal beams with small cross-sections placed between the columns, and The square timbers and the lower square timbers were arranged so that they overlapped at the top and bottom ends, and were integrated by bolting through the square timbers between the horizontal timbers, so the composite beam formed by the horizontal timbers and square timbers had a truss structure. Therefore, the product cost is lower than that of a conventional beam made of a single material, and it is strong against concentrated loads, is also strong against vibration, and does not bend under its own weight.

〔発明の実施例〕[Embodiments of the invention]

以下、本発明の実施例を図面と共に説明する。 Embodiments of the present invention will be described below with reference to the drawings.

第1図は軸組構造により家屋を組み立てた状態の正面図
を示し、1は土台にして、長物の水平材1aと、該水平
材1aの間にボルト・ナツト3によって所望間隔毎に介
在された角材1bとより構成されている。2aは土台1
の端部および後述する取付金具6.を介して固定された
柱にして、その上に後述する取付金具7を介して継柱2
bが固定されている。
FIG. 1 shows a front view of a house assembled with a frame structure, with 1 being a base, and long horizontal members 1a, with bolts and nuts 3 interposed between the horizontal members 1a at desired intervals. It is composed of a square timber 1b. 2a is the base 1
and the mounting bracket 6, which will be described later. The connecting pillar 2 is fixed to the pillar through the mounting bracket 7, which will be described later.
b is fixed.

4は1階と2階との間における前記した柱2bおよび2
0間に取付金具7を介して固定される合成梁にして、断
面形が略正方形に形成された2本の長物の水平材4aと
、一定間隔毎に介在された角材4bとより構成されてい
る。さらに詳述すれば、2本の水平材4a間に一定の長
さに形成され水平材4aと断面形が略同じ断面形の角材
4bを上下2段に端部において重なり合い、かつ、水平
方向の角材4b間の空間の長さが一定となるように配置
する。そして、上下の水平材4aおよび角材4bにボル
ト挿通孔を形成し、この挿通孔を利用してボルト・ナツ
ト3で固定し一体化したものである。
4 is the above-mentioned pillar 2b and 2 between the first floor and the second floor.
It is a composite beam that is fixed between 0 and 10 through mounting brackets 7, and is composed of two long horizontal members 4a each having a substantially square cross section, and square members 4b interposed at regular intervals. There is. To be more specific, square bars 4b, which are formed to a certain length between two horizontal members 4a and have approximately the same cross-sectional shape as the horizontal members 4a, are arranged in upper and lower two stages, overlapping each other at the ends, and in the horizontal direction. The square members 4b are arranged so that the length of the space between them is constant. Then, bolt insertion holes are formed in the upper and lower horizontal members 4a and the square members 4b, and the bolts and nuts 3 are used to fix them in one piece.

5は隣接する柱2bおよび2cに固定された取付金具7
間を斜めに接続する筋違にして、ターンバックルが使用
されている。
5 is a mounting bracket 7 fixed to the adjacent pillars 2b and 2c.
Turnbuckles are used to connect diagonally between the two.

次ぎに、取付金具6および7の構成について説明する。Next, the configuration of the mounting fittings 6 and 7 will be explained.

先ず、取付金具6は平面形においてT字型、L字型ある
いは十文字型をした硬質金属材料で形成されると共に、
−面に丁字形状、L字形状あるいは十文形状をした補強
片6aが溶接等の手段で固着されている。そして、補強
片6aより先端側にはボルト挿通孔が形成されている。
First, the mounting bracket 6 is made of a hard metal material that is T-shaped, L-shaped, or cross-shaped in plan view, and
- A reinforcing piece 6a having a T-shape, an L-shape, or a cross-shape is fixed to the surface by means such as welding. A bolt insertion hole is formed on the distal end side of the reinforcing piece 6a.

また、取付金具7は側面形においてL字型をした硬質金
属材料で形成されると共に、角部に一対の三角形状の補
強片7aが溶接等の手段で固着されている。そして、補
強片7aより先端側にはボルト挿通孔が形成されると共
に、補強片7aにも筋違5の端部をネジ止めするための
孔7bが形成されている。
The mounting bracket 7 is made of a hard metal material and is L-shaped in side view, and a pair of triangular reinforcing pieces 7a are fixed to the corners by means such as welding. A bolt insertion hole is formed on the distal end side of the reinforcing piece 7a, and a hole 7b for screwing the end of the brace 5 is also formed in the reinforcing piece 7a.

次ぎに、この取付金具6および7を用いて合成梁4を柱
2cに取付ける施工方法について第2図と共に説明する
。  。
Next, a construction method for attaching the composite beam 4 to the column 2c using the attachment fittings 6 and 7 will be explained with reference to FIG. 2. .

先ず、柱2cの側面に合成梁4の厚み分だけ下方に下が
った位置に取付金具7をボルト・ナツト8.9によって
固定する。次いで、合成梁4を取付金具7の一片に乗せ
ると共に合成梁4における最上段の水平材4aの上面に
取付金具6の補強片6aを差し込むための溝4cを形成
する。そして、柱2cの上端にT字状の溝2dを形成し
、この溝4cおよび2dに補強片6aを差し込む。次い
で、取付金具6のボルト挿通孔よりボルト8を挿通し、
水平材4aの端部および端部に配置された角材4bに形
成した孔を貫通して取付金具7の下面より突出してナツ
ト9で締め付け固定する。さらに、隣接する水平材4a
および角材4b同士をL字状の連結、金具10をクギ止
めして水平材4a、角材4bの夫々のずれを防止し、柱
2cに対する最上段の合成梁4の固定は終了する。
First, the mounting bracket 7 is fixed to the side surface of the column 2c at a position lowered by the thickness of the composite beam 4 using bolts and nuts 8.9. Next, the composite beam 4 is placed on one piece of the mounting bracket 7, and a groove 4c for inserting the reinforcing piece 6a of the mounting bracket 6 is formed on the upper surface of the uppermost horizontal member 4a of the composite beam 4. Then, a T-shaped groove 2d is formed at the upper end of the column 2c, and the reinforcing pieces 6a are inserted into the grooves 4c and 2d. Next, insert the bolt 8 through the bolt insertion hole of the mounting bracket 6,
It penetrates holes formed in the ends of the horizontal member 4a and the square members 4b disposed at the ends, protrudes from the lower surface of the mounting bracket 7, and is tightened and fixed with nuts 9. Furthermore, the adjacent horizontal member 4a
Then, the square members 4b are connected in an L-shape, and the metal fittings 10 are nailed to prevent the horizontal members 4a and the square members 4b from shifting, and the fixing of the uppermost composite beam 4 to the pillar 2c is completed.

次ぎに、取付金具7を用いて柱2b、2cに合底梁4を
取付ける施工方法について第3図、第4図と共に説明す
る。
Next, a construction method for attaching the bottom beams 4 to the columns 2b and 2c using the mounting fittings 7 will be explained with reference to FIGS. 3 and 4.

先ず、柱2bの側面に取付金具7をボルト・ナツト8.
9によって固定する。次いで、合成梁4の端部を取付金
具7の一片に乗せると共に柱2Cに取付金具7を一片が
最上段の水平材4aに接触するようにボルト・ナツト8
,9を利用して固定する。そして、下側の取付金具7の
ボルト挿通孔よりボルト8を挿通し、水平材4aおよび
端部に配置された角材4bの孔を貫通して取付金具7の
上面より突出してナツト9で締め付け固定する。
First, attach the mounting bracket 7 to the side of the pillar 2b with bolts and nuts 8.
Fixed by 9. Next, place the end of the composite beam 4 on one piece of the mounting bracket 7, and attach the bolt/nut 8 to the column 2C so that one piece of the mounting bracket 7 contacts the uppermost horizontal member 4a.
, 9 to fix it. Then, insert the bolt 8 through the bolt insertion hole of the lower mounting bracket 7, pass through the hole of the horizontal member 4a and the square member 4b arranged at the end, protrude from the upper surface of the mounting bracket 7, and tighten and fix with the nut 9. do.

さらに、隣接する水平材4aおよび角材4b同士をL字
状の連結金具10をクギ止めして水平材4a、角材4b
の夫々のずれを防止し、柱2b、2Cに対する中間部の
梁4の接合は終了する。
Further, the L-shaped connecting fittings 10 are nailed to the adjacent horizontal members 4a and square members 4b, so that the horizontal members 4a and the square members 4b are connected to each other with nails.
The connection of the intermediate beam 4 to the pillars 2b and 2C is completed.

このようにして、土台1に柱2a、2bを固定すると共
に柱2b、2Cに合成梁4を固定した後、取付金具7に
おける補強片7aの孔7bを利用して筋違5を取付ける
In this way, after the columns 2a and 2b are fixed to the foundation 1 and the composite beam 4 is fixed to the columns 2b and 2C, the braces 5 are attached using the holes 7b of the reinforcing pieces 7a of the mounting bracket 7.

前記した如く合成梁4は水平材4aと角材4bとにより
構成すると共に、水平材4aに対し角材4bが互い違い
に配置され、上下水平材4a間に交互に一定間隔で空間
が形成されるトラス構造となっているので、水平および
垂直荷重に対して強度が大でたわむことがないものであ
る。なお、水平材4aと角材4bおよび角材4bとの間
には接着剤を介在しても良い。
As described above, the composite beam 4 is composed of horizontal members 4a and square members 4b, and has a truss structure in which the square members 4b are arranged alternately with respect to the horizontal members 4a, and spaces are alternately formed at regular intervals between the upper and lower horizontal members 4a. Therefore, it has high strength and will not bend under horizontal and vertical loads. Note that an adhesive may be interposed between the horizontal member 4a, the square member 4b, and the square member 4b.

〔発明の効果〕〔Effect of the invention〕

本発明は前記したように、柱間に配置される長尺の水平
材間に一定の長さを有する短尺の角材を一定間隔毎に配
置すると共に上段の角材と下段の角材とが上下において
端部で重なるように配置すると共に上下水平材4a間に
交互に一定間隔で空間を形成し、かつ、水平材間に角材
を介してボルト締めによって一体化して合成梁としたの
で、該合成梁はトラス構造となり、従って、従来の単材
による梁よりも材料コストが低下し、また、集中荷重に
対して強くなり自重でたわむことがなく、かつ、振動に
も強くなる外、多量生産に適し安価に製作できる等の効
果を有するものである。
As described above, the present invention arranges short square timbers having a certain length at regular intervals between the long horizontal timbers placed between the pillars, and the upper square timbers and the lower square timbers have edges at the top and bottom. The upper and lower horizontal members 4a are arranged so as to overlap at the parts, and spaces are formed alternately at regular intervals between the upper and lower horizontal members 4a, and the horizontal members are integrated by bolting through square members to form a composite beam. It has a truss structure, so the material cost is lower than that of conventional single-member beams, and it is strong against concentrated loads and does not bend under its own weight. It is also resistant to vibration, and is suitable for mass production and is inexpensive. It has the advantage of being able to be manufactured in a number of ways.

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

図面は本発明に係る軸組構造の実施例を示し、第1図は
全体の正面図、第2図は柱と最上段の梁との接合部の斜
面図、第3図は柱と中間部の梁との接合部の斜面図、第
4図は同上の平面図である。 2 a、  2 b、  2 c−−−一柱、3−ボル
ト・ナツト、4−合成梁、4a−水平材、4b・・・角
材。
The drawings show an embodiment of the frame structure according to the present invention, and FIG. 1 is an overall front view, FIG. 2 is a slope view of the joint between the column and the uppermost beam, and FIG. 3 is the column and the intermediate part. FIG. 4 is a plan view of the joint with the beam, and FIG. 2 a, 2 b, 2 c---Single pillar, 3-bolt/nut, 4-composite beam, 4a-horizontal material, 4b...square material.

Claims (1)

【特許請求の範囲】[Claims] 柱間を接続する少なくとも2本の水平材の間に一定の長
さを有する角材を上下に隣接するもの同士の端部におい
て重なるように配置すると共に、水平方向の角材によっ
て形成される空間の長さが一定となるように配置し、か
つ、前記水平材間に前記角材を介してボルトを挿通して
ナットで締め付け一体化したことを特徴とする軸組構造
用合成梁。
Square timbers having a certain length are arranged between at least two horizontal timbers connecting the columns so that they overlap at the ends of vertically adjacent timbers, and the length of the space formed by the horizontal timbers is 1. A composite beam for a frame structure, characterized in that the beams are arranged so that the height thereof is constant, and that bolts are inserted between the horizontal members through the square members and are tightened with nuts to integrate them.
JP13110089A 1989-05-24 1989-05-24 Composite beam for frame structure Expired - Lifetime JPH0762371B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13110089A JPH0762371B2 (en) 1989-05-24 1989-05-24 Composite beam for frame structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13110089A JPH0762371B2 (en) 1989-05-24 1989-05-24 Composite beam for frame structure

Publications (2)

Publication Number Publication Date
JPH02311644A true JPH02311644A (en) 1990-12-27
JPH0762371B2 JPH0762371B2 (en) 1995-07-05

Family

ID=15049980

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13110089A Expired - Lifetime JPH0762371B2 (en) 1989-05-24 1989-05-24 Composite beam for frame structure

Country Status (1)

Country Link
JP (1) JPH0762371B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008144455A (en) * 2006-12-08 2008-06-26 Kenchiku Kenkyusho Archivision:Kk Structure of laminated wooden bars having equal cross sections
JP2023058304A (en) * 2021-10-13 2023-04-25 大成建設株式会社 Woody frame and skeleton of building

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008144455A (en) * 2006-12-08 2008-06-26 Kenchiku Kenkyusho Archivision:Kk Structure of laminated wooden bars having equal cross sections
JP2023058304A (en) * 2021-10-13 2023-04-25 大成建設株式会社 Woody frame and skeleton of building

Also Published As

Publication number Publication date
JPH0762371B2 (en) 1995-07-05

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