JPH02164960A - Framework structure - Google Patents
Framework structureInfo
- Publication number
- JPH02164960A JPH02164960A JP31826388A JP31826388A JPH02164960A JP H02164960 A JPH02164960 A JP H02164960A JP 31826388 A JP31826388 A JP 31826388A JP 31826388 A JP31826388 A JP 31826388A JP H02164960 A JPH02164960 A JP H02164960A
- Authority
- JP
- Japan
- Prior art keywords
- piece
- hole
- pillar
- mounting bracket
- metal fixture
- 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
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 24
- 238000003780 insertion Methods 0.000 claims abstract description 13
- 230000037431 insertion Effects 0.000 claims abstract description 13
- 239000002184 metal Substances 0.000 abstract description 8
- 230000003247 decreasing effect Effects 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 6
- 238000003466 welding Methods 0.000 description 4
- 239000002131 composite material Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000007769 metal material Substances 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 241001330002 Bambuseae Species 0.000 description 1
- 101000909256 Caldicellulosiruptor bescii (strain ATCC BAA-1888 / DSM 6725 / Z-1320) DNA polymerase I Proteins 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 101000902592 Pyrococcus furiosus (strain ATCC 43587 / DSM 3638 / JCM 8422 / Vc1) DNA polymerase Proteins 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000005304 joining Methods 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000007781 pre-processing Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 238000007514 turning Methods 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
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間の筋違の取付は構
造に改良を施した軸組構造に関する。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a frame structure with improved structure for installing braces between columns in a wooden house.
従来の軸組構造における筋違は、隣接する柱間に平木を
筋交い状に配置し釘等を利用して取付けていたものであ
る。Bracing in conventional framework structures is such that flat wood is placed between adjacent pillars in the form of braces and attached using nails or the like.
ところで、前記した従来における筋違の構造は平手反を
利用するものであることから、平板の長さを柱間の長さ
に合わせなげればならず、従って、加工に手間が掛かり
熟練を要すると共に木材であることから耐久性について
も問題が生しる等の欠点があった。By the way, since the above-mentioned conventional brace structure utilizes a flat plate, the length of the flat plate must be matched to the length between the columns, and therefore processing is time-consuming and requires skill. Additionally, since it is made of wood, there are also problems with durability.
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、柱に梁や土台を取付けるための取
付金具を利用してターンへンクルを有する筋違を張設す
るごとにより、前もっての筋違の加工が必要なく工期の
短縮と１ユ賃の低下が図れると共乙こ、柱と柱との間を
強固に連結できる軸組構造を提供せんとするにある。The present invention is intended to solve the above-mentioned problems, and its purpose is to use mounting brackets for attaching beams and foundations to columns and to install braces with turn bends. We aim to provide a framework structure that can firmly connect columns between columns, with the aim of shortening the construction period and reducing the cost per unit without the need for pre-processing of braces.
１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だめの軸組構造に関し
、その手段は、角部乙こ孔を有する補強片を溶接し、か
つ、６片にボルト挿通孔を形成したＬ字状の取付金具の
一片のポルＩ・挿通孔を利用して柱にボルトによって固
定し、また、この取付金具の他片のボルト挿通孔を利用
してポル１〜によって梁あるいは土台を固定し、かつ、
隣接する柱に取付けられた前記取付金具における前記補
強片の孔を利用して筋違の両端を引っ掛はターンバック
ルにより緊張させたことを要旨とするものである。1. Means for Solving the Problems] The present invention relates to a frame structure for achieving the above-mentioned object, and the means thereof includes welding reinforcing pieces having corner holes, and providing bolt insertion holes in six pieces. It is fixed to a pillar with a bolt using the pol I insertion hole of one piece of the L-shaped mounting bracket formed with the L-shaped mounting bracket. fix the base, and
The gist is that both ends of the brace are hooked and tensioned by turnbuckles using the holes in the reinforcing piece of the mounting bracket attached to the adjacent pillar.
本発明の軸組構造は、−片に形成されたポルト挿通孔か
らポルＩ・を柱に貫通して挿入すると共にす、１−を岬
合して柱に固定し、この取付金具を利用して梁や土台を
固定するよう乙こしたＬ字状の取イ」金具に、孔を有す
る補強片を溶接等によ−って固着し、隣接する社に固定
された前記取付金具の前記補強片の孔を利用してターン
バックルを有する筋違を筋交い状に張設すると共にター
ンバックルによって緊張するようにしたものである。In the frame structure of the present invention, the pole I is inserted through the pillar through the port insertion hole formed in the piece, the parts 1 and 1 are fitted together and fixed to the pillar, and this mounting bracket is used. A reinforcing piece with a hole is fixed by welding or the like to an L-shaped bracket made to fix a beam or foundation, and the reinforcement piece of the mounting bracket fixed to the adjacent structure is Braces with turnbuckles are stretched in a cross-braced manner using the holes in the pieces, and the turnbuckles are used to tension the braces.
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
＋４１ａの間にボルト・ナツト番こよって所望間隔毎乙
こ介在された角材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イ」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２ｂが固定されている６４は１階と２階との間におけ
る前記した柱２ｂおよび２０間に取付金具７を介して固
定される梁にして、長物の水平材４ａとボルト・ナツト
により所望間隔毎に介在された角材４ｂとより構成され
ている。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。Figure 1 shows a front view of a house assembled with a framework structure, with 1 as a foundation, and bolts and nuts inserted at desired intervals between a long horizontal member 1a and the horizontal member 41a. It is made up of square timbers 1b. 2a is a column fixed to the end of the foundation 1 and a bracket 6 to be described later, and a connecting column 2b is fixed to it via a mounting bracket 7 to be described later. 64 is the first floor and second floor. The beam is fixed between the pillars 2b and 20 with the above-mentioned floors via the mounting bracket 7, and is composed of long horizontal members 4a and square members 4b interposed at desired intervals with bolts and nuts. There is. Reference numeral 5 indicates a turnbuckle as a brace that diagonally connects the mounting fittings 7 fixed to the adjacent columns 2b and 2C.
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］゛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、１５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より先端側にはホ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 and has a shape of ゛, L, or cross in plan view, and has a reinforcing piece 6a shaped like a T, 15, or cross on the - side. It is fixed by means such as welding. and,
A hole 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１７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の端部をネジ化めするため
の孔７ｂが形成されている。The mounting bracket 7 is made of a hard metal material and has a 17-shaped side surface, and has a pair of triangular reinforcing pieces 7a fixed to the corners by means such as welding. and,
A bolt insertion hole is formed on the distal end side of the reinforcing piece 7a, and a hole 7b for threading 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を用いて土台１に柱２
ａ、２ｂを取付げる施工方法について第２図と共に説明
する。Next, use these mounting brackets 6 and 7 to attach the pillar 2 to the base 1.
The construction method for attaching parts a and 2b will be explained with reference to FIG.
先ず、土台１における最下段の水平材１ａの下面に取付
金具６の補強片６ａを差し込むための溝１ｃを形成する
と共に、柱２ａの下端にＴ字状の溝２ｄを形成し、この
溝１ｃおよび２ｄに補強片６ａを差し込む。次いで、合
成梁となっている柱２ｂに３個の取付金具７を一片が最
上段の水平材１ａ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。しかる後、取付金具６のボルト
挿通孔よりボルト８を挿通し、水平’ｉｔ １ ａおよ
び角材１ｂの孔を貫通して取付金具７の」二面より突出
してナノ１−９で締め付は固定する。さらに、隣接する
水平材１ａおよび角材〕ｂ同士をＬ字状の連結金具１０
をクギ止めして水平ｉＪ１． ａ、角材１ｂの夫々のず
れを防止し、土台部分の施工は終了する。First, a groove 1c for inserting the reinforcing piece 6a of the mounting bracket 6 is formed on the lower surface of the lowermost horizontal member 1a of the base 1, and a T-shaped groove 2d is formed at the lower end of the column 2a. Insert the reinforcing piece 6a into and 2d. Next, attach the three mounting brackets 7 to the pillar 2b, which is a composite beam, with bolts and nuts 8 so that one piece is in contact with the uppermost horizontal member 1a.
Fix it using 9. After that, insert the bolt 8 through the bolt insertion hole of the mounting bracket 6, pass through the holes in the horizontal bar 1a and the square bar 1b, protrude from the two sides of the mounting bracket 7, and tighten with nano 1-9. do. Furthermore, an L-shaped connecting fitting 10 is used to connect adjacent horizontal members 1a and square members]b
and horizontally iJ1. The construction of the base portion is completed by preventing the displacement of each of the square timbers 1b and 1b.
次ぎに、取付金具６および７を用いて梁４を社２ｃに取
付ける施工方法について第３図と共に説明する。Next, a construction method for attaching the beam 4 to the beam 2c using the attachment fittings 6 and 7 will be explained with reference to FIG. 3.
先ず、柱２ｃの側面に梁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 ナンド８つによって固定す
る。次いで、合成梁となっている梁４を取付金具７の一
片に乗せると共に梁４における最上段の水平材４ａの」
−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。First, the mounting bracket 7 is fixed to the side of the column 2c at a position lowered by the thickness of the beam 4 using eight bolts. Next, the beam 4, which is a composite beam, is placed on one piece of the mounting bracket 7, and the uppermost horizontal member 4a of the beam 4 is placed on one piece of the mounting bracket 7.
- Groove 4c for inserting the reinforcing piece 6a of the mounting bracket 6 into the surface
form.
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。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.
次いで、取付金具６のポル）・挿通孔よりボルト８を柿
通し、水平＋Ａ４ａおよび角材４１）の孔を貫通して取
付金具７の下面より突出してナツト９で締め付は固定す
る。さらに、隣接する水平材４ａおよび角材４ ｂ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の夫りのずれを防止し、柱２ｃに対する最」二段
の粱４の固定は終了する。Next, the bolt 8 is passed through the insertion hole of the mounting bracket 6, passes through the hole of the horizontal +A4a and the square member 41), protrudes from the lower surface of the mounting bracket 7, and is tightened and fixed with the nut 9. Further, L-shaped connecting fittings 10 are nailed to the adjacent horizontal members 4a and square members 4b to prevent the edges of the horizontal members 4a and square members 4b from shifting, and the two-tiered frame 4 The fixation ends.
次ぎに、取付金具７を用いて柱２ｂ、２ｃに粱４を取付
げる施工方法について第４図、第５図と共に説明する。Next, a construction method for attaching the bamboo shoots 4 to the pillars 2b and 2c using the attachment fittings 7 will be explained with reference to FIGS. 4 and 5.
先ず、柱２ｂの側面に取付金具７をホルト・ナラｔ□８
．９によって固定する。次いで、合成梁となっている梁
４の端部を取付金具７の−・片に乗せると共ｔこ柱２Ｃ
に取（−１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ラｌ−９で締め付は固定す
る。さらに、隣接する水平材４ａおよび角材４１〕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。First, attach the mounting bracket 7 to the side of the pillar 2b using a Holt bolt t□8.
．． Fixed by 9. Next, when the end of the beam 4, which is a composite beam, is placed on the - piece of the mounting bracket 7, the column 2C
(-1 metal fitting 7 is fixed using bolts and nuts 8 and 9 so that one piece is in contact with the uppermost horizontal member 4a. Then, insert the bolt 8 through the bolt insertion hole of the lower mounting metal fitting 7. It is inserted through the holes of the horizontal member 4a and the square member 4b, protrudes from the upper surface of the mounting bracket 7, and is tightened and fixed with the oak l-9.Furthermore, the adjacent horizontal member 4a and the square member 41] are connected to each other in an L-shape. The connecting fittings 10 are nailed to prevent the horizontal members 4a and the square members 4b from shifting, and the joining of the intermediate beam 4 to the columns 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を取付ける方法
について説明する。In this way, after fixing the columns 2a and 2b to the foundation 1 and fixing the beam 4 to the columns 2b and 2c, we will explain how to attach the braces 5 using the holes 7b of the reinforcing pieces 7a in the mounting bracket 7. do.
筋違５は第１図に示す如くターンバックル式のものであ
り、一端を取付金具７における補強片７ａの孔７ｂにボ
ルト・ナラ１〜８，９によって取付け、他端を斜めに相
対向する取付金具７における補強片７ａの孔１ｂ（こポ
ル１へ・す、７ｈ８．９によって取付ける。しかる後、
ターンバックル部を回して緊張すること乙こより筋違５
の取付げは終了するものである。The brace 5 is of a turnbuckle type as shown in Fig. 1, and one end is attached to the hole 7b of the reinforcing piece 7a of the mounting bracket 7 with bolts 1 to 8, 9, and the other end is diagonally opposed to each other. Attach the hole 1b of the reinforcing piece 7a in the mounting bracket 7 to the hole 1b (7h8.9).After that,
Getting nervous when turning the turnbuckle part 5
The installation is complete.
本発明は前記したように、−片を柱にボルトによって固
定し、また、他片に梁や土台を固定した取付金具に孔を
有する補強片を固着し、この補強片の孔を利用し、で隣
接する柱間を筋違を取付けると共に、該筋違のターンバ
ックルによって筋違を緊張したので、従来の木材による
筋違の如く予備加工の必要がなく工期の短縮と工賃の低
下が図れる外、柱間を強固に連結できると共に耐用年数
が長くなる等の効果を有するものである。As described above, in the present invention, one piece is fixed to a column with bolts, and a reinforcing piece having a hole is fixed to a mounting bracket to which a beam or a base is fixed to the other piece, and the hole of this reinforcing piece is used. In addition to installing braces between adjacent columns, the braces are tensioned using turnbuckles, so there is no need for preliminary machining like with conventional timber braces, which shortens the construction period and reduces labor costs. , it has the effect of being able to firmly connect the pillars and extending its service life.
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回は柱と土台との接合部の斜面図、
第３図は柱と最上段の梁との接合部の斜面図、第４図は
柱と中間部の梁との接合部の斜面図、第５図は同−Ｌの
平面図である。
１・・・土台、２ａ、２ｂ、２ｃｍ＝柱、４・・・梁、
５・・筋違、６．７・・・取付金具、８・・・ボルト、
９・・・ナツト、１０・・・連結金具。The drawings show an embodiment of the frame structure according to the present invention, with the first figure being an overall front view, the second being a slope view of the joint between the column and the foundation,
FIG. 3 is a perspective view of the joint between the column and the uppermost beam, FIG. 4 is a perspective view of the joint between the column and the middle beam, and FIG. 5 is a plan view of -L. 1... Foundation, 2a, 2b, 2cm=column, 4... Beam,
5... Bracing, 6.7... Mounting bracket, 8... Bolt,
9... Nut, 10... Connecting metal fittings.
Claims (1)
挿通孔を形成したＬ字状の取付金具の一片のボルト挿通
孔を利用して柱にボルトによって固定し、また、この取
付金具の他片のボルト挿通孔を利用してボルトによって
梁あるいは土台を固定し、かつ、隣接する柱に取付けら
れた前記取付金具における前記補強片の孔を利用して筋
違の両端を引っ掛けターンバックルにより緊張させたこ
とを特徴とする軸組構造。A reinforcing piece with a hole at the corner is welded, and each piece is fixed to a column with a bolt using the bolt insertion hole in one piece of the L-shaped mounting bracket with a bolt insertion hole formed in each piece. Fix the beam or foundation with bolts using the bolt insertion holes in the other piece of the bracket, and hook both ends of the brace using the holes in the reinforcing piece of the mounting bracket attached to the adjacent column and turn. A frame structure characterized by being tensioned by a buckle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31826388A JPH02164960A (en) | 1988-12-16 | 1988-12-16 | Framework structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31826388A JPH02164960A (en) | 1988-12-16 | 1988-12-16 | Framework structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH02164960A true JPH02164960A (en) | 1990-06-25 |
Family
ID=18097248
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP31826388A Pending JPH02164960A (en) | 1988-12-16 | 1988-12-16 | Framework structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH02164960A (en) |
-
1988
- 1988-12-16 JP JP31826388A patent/JPH02164960A/en active Pending
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