JPH08226168A - Wooden structure joining hard ware and its system construction method - Google Patents
Wooden structure joining hard ware and its system construction methodInfo
- Publication number
- JPH08226168A JPH08226168A JP7034795A JP7034795A JPH08226168A JP H08226168 A JPH08226168 A JP H08226168A JP 7034795 A JP7034795 A JP 7034795A JP 7034795 A JP7034795 A JP 7034795A JP H08226168 A JPH08226168 A JP H08226168A
- Authority
- JP
- Japan
- Prior art keywords
- rope
- steel plate
- plate
- joined
- vault
- 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
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】本発明は、木構造の仕口が簡易
で、地震に強く、建築技能者でなくても利用出来る、建
築のシステム工法に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a system construction method for construction, which has a simple wooden structure, is strong against earthquakes, and can be used by anyone who is not a construction technician.
【０００２】[0002]
【従来の技術】従来の木構造は、図面に基づき木材に墨
付けや、加工は建築技能者に限られた。従来は、加工し
在庫することが出来ない、又通し柱が少ないので地震時
に特に不利である。2. Description of the Related Art The conventional wooden structure is limited to construction engineers by marking and processing wood based on the drawings. Conventionally, it cannot be processed and stocked, and there are few through columns, which is particularly disadvantageous during an earthquake.
【０００３】[0003]
（イ）木構造建築は建築技能者でないと出来ない。 （ロ）最近の建築技能者不足は深刻で、工期の延びとコ
スト高である。 （ハ）通し柱が少なく、一階と二階の接合部の欠き損が
多いので地震に弱い。 （ニ）在来工法では、加工し在庫が出来ない。 本発明は、これらの欠点を除くために、なされたもので
ある。(A) Wooden structure Construction can be done only by a construction technician. (B) The recent shortage of construction technicians is serious, and the construction period is prolonged and the cost is high. (C) It is vulnerable to earthquakes because there are few through columns and there are many missing parts at the joint between the first and second floors. (D) The conventional method cannot be processed and kept in stock. The present invention has been made to eliminate these drawbacks.
【０００４】[0004]
【課題を解決するための手段】長方形鋼プレートの面上
に穴（１Ａ）と（５Ａ）を設け、面上の１／４を「に曲
げその曲げ内角に補強三角鋼プレート（６）を接合、他
端の１／４をくの字型に曲げた一端に、右ネジを設けた
丸綱（２）を接合したプレートと、左ネジを設けた丸綱
（２Ｂ）を接合の綱プレート（１）。丸綱（２）と丸鋼
（２Ｂ）のネジ部を接続する六角タンバックル（３）を
セットの壁ブレース接合金物。Ｌ形綱プレートの両端の
面上に穴（５Ａ）を設け、角に左ネジを設けた丸鋼（２
Ｂ）を接合の水平ブレース鋼プレート（１ＦＢ）両端に
右ネジを設けた、丸鋼（２Ｓ）と六角タンバックル
（３）で接合の水平ブレース。規格寸法の長さと、ボー
ルト穴加工の在庫各部材を現場搬入し、土台（７）に水
平ブレース綱プレート（１ＦＢ）を設置し、ボールト
（５）を通す。ボールト（５）に鋼プレート（１）を通
しスプリングワッシャー（５Ｗ）を入れナット（５Ｎ）
で締め付ける、柱（８）にボールト（４）を通しスプリ
ングワッシヤー（４Ｗ）を入れナット（４Ｎ）で締め付
ける。柱（８）胴差（１０）、柱（８）桁（１１）と順
次締め付けて、六角タンバックル（３）で調整しながら
建て込む。建て込みが終われば、床、小屋、の各水平ブ
レース鋼プレート（１ＦＢ）の（２Ｂ）と（２Ｓ）を六
角タンバックル（３）で調整して建て方が完了する。[Means for Solving the Problems] Holes (1A) and (5A) are provided on the surface of a rectangular steel plate, and a quarter of the surface is bent to "bend and a reinforcing triangular steel plate (6) is joined to the bending inner angle. , A plate in which a round rope (2) provided with a right screw is joined to one end obtained by bending a quarter of the other end into a dogleg shape, and a rope plate (2B) provided with a left screw is joined ( 1). A wall brace joint metal fitting that sets a hexagonal tan buckle (3) that connects the thread portion of the round rope (2) and the round steel (2B). Holes (5A) are provided on both end faces of the L-shaped rope plate. , Round steel with left-hand thread at the corner (2
Horizontal brace for joining B) Steel plate (1FB) Horizontal brace for joining with round steel (2S) and hexagonal tan buckle (3) with right-hand screws at both ends. The length of the standard dimension and the stocked parts for vault drilling are brought in on site, the horizontal brace rope plate (1FB) is installed on the base (7), and the vault (5) is passed through. Pass the steel plate (1) through the vault (5) and insert the spring washer (5W) into the nut (5N).
Pass the vault (4) through the pillar (8), insert the spring washer (4W), and tighten with the nut (4N). Tighten the column (8) body difference (10) and the column (8) girder (11) in sequence, and adjust the hexagonal tan buckle (3) to build. When the building is completed, the horizontal bracing steel plates (1FB) (2B) and (2S) of the floor and the hut are adjusted with the hexagonal tan buckle (3) to complete the building.
【０００５】[0005]
【作用】木構造接合金物によるシステム工法は、建築技
能者でなくても施工できる。木材の規格による加工で、
在庫が出来て工期短縮と、ローコスト建築になる。[Operation] The system construction method using the wooden structure joining hardware can be carried out even if not a construction technician. By processing according to the standard of wood,
Inventories will be shortened and the construction period will be shortened, resulting in low cost construction.
【０００６】[0006]
【実施例】以下本発明の実施例について説明する。 （イ）長方形綱プレートの面上に穴（１Ａ）と（５Ａ）
を設け、面上の１／４を「に曲げその曲げ内角に補強三
角鋼プレート（６）を接合、他端の１／４をくの字型に
曲げた一端に、右ネジを設けた丸綱（２）を接合したプ
レートと、左ネジを設けた丸綱（２Ｂ）を接合の綱プレ
ート（１）。締め付けボールト（４）、（５）、スプリ
ングワッシャー（４Ｗ）、（５Ｗ）締め付けナット（４
Ｎ）、（５Ｎ）丸綱（２）の一端のネジ部と、丸綱（２
Ｂ）のネジ部を接続締め付けの、六角タンバックル
（３）をセットの壁ブレース接合金物。 （ロ）Ｌ型プレートの両端の面上に穴（５Ａ）を設け、
角に左ネジを設けた丸鋼（２Ｂ）を接合の水平ブレース
鋼プレート（１ＦＢ）。両端に右ネジを設けた丸綱（２
Ｓ）。（２Ｂ）のネジ部と、（２Ｓ）のネジ部を接続の
六角タンバックル（３）、の水平ブレースセット。 （ハ）土台（７）、柱は統べて通柱（８）、枠（９）、
胴差（１０）、桁（１１）間柱（１２）、を一定規格で
寸法の加工をする、ボールト穴加工をして、在庫をす
る。 本発明は、以上のような構造で、これを使用し、組立て
建て方をするには、建物図面より、必要部材を拾いだ
し、現場搬入し、土台（７）の角部下に水平ブレース綱
プレートを設置し基礎アンカボールト（１３）で固定す
る。丸綱（２）接合綱プレート（１）をボールト（５）
に通し、スプリングワッシャー（５Ｗ）を入れてナット
（５Ｎ）で締め付ける。次に通柱（８）の胴差部に（２
Ｂ）接合の綱プレート（１）を取り付け、通柱（８）、
（８）を立て、ボールト（４）を鋼プレート（１）、
（１）に通しスプリングワッシャー（４Ｗ）を入れて、
ナット（４Ｎ）で締め付け固定する。六角タンバックル
（３）で調整して、綱プレート（１）の上に水平鋼プレ
ート（１ＦＢ）を設置してから胴差（１０）を設置し、
胴差上に綱プレート（１）を設置、ボールト（５）を通
してスプリングワッシャー（５Ｗ）を入れて、ナット
（５Ｎ）で締め付けて六角タンバックル（３）で調整す
る。次に水平ブレース綱プレート（１ＦＢ）の丸鋼（２
Ｂ）と丸鋼（２Ｓ）を六角タンバックル（３）で接続
し、調整して順次進める。二階建ては鋼プレート（１）
を桁部、梁部、と設置ボールト（４）を通しスプリング
ワッシャー（４Ｗ）を通しナット（４Ｎ）で締め付け
る、水平ブレース綱プレート（１ＦＢ）を取り付け桁、
梁、を設置ボールト（５）を通しスプリングワッシャー
（５Ｗ）を通し（５Ｎ）で締め付けて、水平ブレース綱
プレート（１ＦＢ）の（２Ｂ）と丸鋼（２Ｓ）を六角タ
ンバックル（３）で接続調整し建てて行く。なお第３図
と第４図に示すように壁をパネルとして接合金物をパネ
ル内に装着し、柱と柱間にはめ込みボールト（４）で締
め付けて、順次進めて行き水平ブレース鋼プレート（１
ＦＢ）を取り付けて胴差を設置、二階壁パネルをはめ込
みボールト（５）を差し込みスプリングワッシャー（５
Ｗ）を入れナット（５Ｎ）で締め付け一階の建て込みが
終われば水平ブレース鋼プレート（１ＦＢ）の（２Ｂ）
と丸鋼（２Ｓ）を六角タンバックル（３）で接続調整、
床パネル敷き込みと順次建て込んで行く。EXAMPLES Examples of the present invention will be described below. (A) Holes (1A) and (5A) on the surface of the rectangular rope plate
, A 1/4 on the surface is bent to "the bending triangular corner is joined to the reinforcing triangular steel plate (6), and 1/4 of the other end is bent in a dogleg shape, and a right screw is provided at one end. A rope plate (1) in which a plate to which a rope (2) is joined and a round rope (2B) provided with a left screw are joined.Tightening vaults (4) and (5), spring washers (4W) and (5W) fastening nuts (4
N), (5N) the thread at one end of the round rope (2) and the round rope (2)
A wall brace joint metal fitting with a hexagonal tan buckle (3) set by tightening the screw part of B). (B) Providing holes (5A) on both end surfaces of the L-shaped plate,
Horizontal brace steel plate (1FB) joined with round steel (2B) with left-handed corners. Round rope (2
S). A horizontal brace set consisting of a hexagonal tan buckle (3) connecting the (2B) screw part and the (2S) screw part. (C) Base (7), pillars are generally pillars (8), frame (9),
The barrel difference (10), the girder (11), and the stud (12) are machined to a certain standard in size, vaulted, and stocked. The present invention has the above-mentioned structure, and in order to assemble and build the structure, the necessary members are picked up from the building drawing, carried in the site, and the horizontal brace rope plate is placed under the corner of the base (7). Is installed and fixed with the foundation anchor vault (13). Round rope (2) Join rope (1) Vault (5)
Put the spring washer (5W) and tighten the nut (5N). Next, (2
B) Attach the rope plate (1) of the joint, attach the pillar (8),
(8) stand, vault (4) to steel plate (1),
Put the spring washer (4W) through (1),
Tighten and fix with the nut (4N). Adjust with the hexagon tan buckle (3), install the horizontal steel plate (1FB) on the steel plate (1), and then install the barrel difference (10),
Place the rope plate (1) on the barrel difference, put the spring washer (5W) through the vault (5), tighten with the nut (5N), and adjust with the hexagonal tan buckle (3). Next, the horizontal braces (1FB) of round steel (2
B) and round steel (2S) are connected by a hexagonal tan buckle (3), adjusted and proceed in sequence. Two-story steel plate (1)
Through the beam part, the beam part, and the installation vault (4), tighten the spring washer (4W) with the nut (4N), and attach the horizontal brace rope plate (1FB).
Install the beam, through the vault (5), through the spring washer (5W) and through (5N), and connect the horizontal brace rope plate (1FB) (2B) and round steel (2S) with the hexagonal tan buckle (3). Adjust and build. As shown in FIG. 3 and FIG. 4, the wall is used as a panel, the fittings are mounted in the panel, and the columns are fitted between the columns and fastened with the vault (4), and the horizontal brace steel plate (1
Install the FB) to install the body difference, fit the second floor wall panel, insert the vault (5) and the spring washer (5
(W) and tighten with nuts (5N) to finish building the first floor. Horizontal brace steel plate (1FB) (2B)
And round steel (2S) are connected and adjusted with a hexagonal tan buckle (3),
The floor panels will be laid down and built in order.
【０００７】[0007]
【発明の効果】構造材、壁パネル、床パネル、屋根パネ
ル、ガ規格寸法で工場加工が出来て、ローコストにな
る。在庫が出来る、在庫が出来ることで工期の短縮が出
来る。ボールト締めの単純作業で建築技能者不足に役立
つ。在来工法の４本の通柱を使用に比べ、大部分通柱
で、その柱と柱の間に胴差を入れ込む工法で、ボールト
穴加工のみで部材の欠損が少なくて、部材接合部が強
い。内外の壁になる部分が総てブレース入りのタスキ掛
けで、壁量が多く取れるのは、風や地震に対して安全度
が極めて高い、従って木構造３階建て建築に向く。EFFECTS OF THE INVENTION A structural material, a wall panel, a floor panel, a roof panel, and a factory can be manufactured with a standard size, which results in a low cost. Inventories can be made, and the availability of inventories can shorten the construction period. The simple work of tightening the vault is useful for the shortage of construction technicians. Compared with the use of four conventional pillars, most of the pillars are made by inserting a cylinder gap between the pillars, and there is little damage to the members only by vaulting. Is strong. The inner and outer walls are all braced with braces, and the large amount of wall is very safe against wind and earthquakes, so it is suitable for a wooden three-story structure.
【図１】本発明の木構造接合金物の斜視図である。FIG. 1 is a perspective view of a wooden structure-bonded metal article of the present invention.
【図２】木構造接合金物コーナー使用斜視図である。FIG. 2 is a perspective view showing the use of a corner for joining a wooden structure.
【図３】１階骨組立面図である。FIG. 3 is a front view of the first floor bone assembly.
【図４】１階壁パネル枠はめ込み骨組立面図である。FIG. 4 is a front view of the first floor wall panel frame inset bone assembly view.
【図５】２階骨組立面、２階壁パネル枠はめ込み立面図
である。FIG. 5 is an elevational view in which a second floor bone assembly surface and a second floor wall panel frame are fitted.
【図６】水平ブレース平面、立面、納り図である。FIG. 6 is a horizontal brace plane, elevation, and installation drawing.
【図７】木構造骨組斜視図である。FIG. 7 is a perspective view of a wooden structure frame.
１ 鋼プレート １Ａ ボールト穴 １ＦＢ 水平ブレース綱プレート ２ 右ネジ丸鋼ブレース、 ２Ｓ 両端右ネジ丸
鋼ブレース ２Ｂ 左ネジ丸綱 ３ 六角タンバックル ４ 柱締め付けボールト ４Ａ ボールト穴 ４Ｗ スプリングワッシャー ４Ｎ 柱締め付けナット ５ 土台、胴差、桁、梁、締め付けボールト ５Ｗ スプリングワッシャー ５Ｎ 土台、胴差、桁、梁締め付けナット ６ 補強三角プレート ７ 土台 ８ 通柱 ９ 壁枠 １０ 胴差 １１ 桁、梁、 １２ 間柱 １３ 基礎アンカボールト1 Steel plate 1A Vault hole 1FB Horizontal brace rope plate 2 Right-handed screw round steel brace, 2S Both right-handed screw round steel brace 2B Left-handed screw rope 3 Hexagonal tan buckle 4 Pillar tightening vault 4A Vault hole 4W Spring washer 4N Pillar tightening nut 5 Base , Body difference, girder, beam, tightening vault 5W Spring washer 5N Base, body difference, girder, beam tightening nut 6 Reinforcement triangular plate 7 Base 8 Through column 9 Wall frame 10 Body difference 11 Girder, beam, 12 Spasms 13 Foundation anchor vault
Claims (1)
（５Ａ）を設け、面上の１／４を「に曲げその曲げ内角
に補強三角綱プレート（６）を接合、他端の１／４をく
の字型に曲げた一端に、右ネジを設けた丸綱（２）を接
合したプレートと、左ネジを設けた丸綱（２Ｂ）を接合
の綱プレート（１）。丸鋼（２）と丸綱（２Ｂ）のネジ
部を接続する六角タンバックル（３）をセットの壁ブレ
ース接合金物。Ｌ形鋼プレートの両端の面上に穴（５
Ａ）を設け、角に左ネジを設けた丸鋼（２Ｂ）を接合の
水平ブレース鋼プレート（１ＦＢ）両端に右ネジを設け
た、丸綱（２Ｓ）と六角タンバックル（３）で接合の水
平ブレース。規格寸法の長さと、ボールト穴加工の在庫
各部材を現場搬入し、土台（７）に水平ブレース鋼プレ
ート（１ＦＢ）を設置し、ボールト（５）を通す。ボー
ルト（５）に綱プレート（１）を通しスプリングワッシ
ャー（５Ｗ）を入れナット（５Ｎ）で締め付ける、柱
（８）にボールト（４）を通し、スプリングワッシャー
（４Ｗ）を入れナット（４Ｎ）で締め付ける。柱（８）
胴差（１０）、柱（８）桁（１１）と順次締め付けて、
六角タンバックル（３）で調整しながら建て込む。建て
込みが終われば、床、小屋、の各水平ブレース鋼プレー
ト（１ＦＢ）の（２Ｂ）と（２Ｓ）を六角タンバックル
（３）で接続し調整で、建て方が完了する建築のシステ
ム工法。1. Holes (1A) and (5A) are provided on the surface of a rectangular rope plate, and a quarter of the surface is bent to "bend and a reinforcing triangular rope plate (6) is joined to the bending inner angle, A rope plate (1) in which a round rope (2) provided with a right-hand screw and a rope rope (2B) provided with a left-hand screw are joined to one end of which a quarter is bent in a dogleg shape. A set of hexagonal tan buckles (3) that connect the steel (2) and the threaded parts of the round rope (2B) to the wall brace joint metal fittings.
A) A horizontal brace steel plate (1FB) with a round steel (2B) with left-handed corners is joined with a round rope (2S) and a hexagonal tan buckle (3) with right-handed screws at both ends. Horizontal brace. The length of the standard dimension and the stocked parts for vault drilling are brought in on site, the horizontal brace steel plate (1FB) is installed on the base (7), and the vault (5) is passed through. Pass the rope plate (1) through the vault (5) and insert the spring washer (5W) and tighten it with the nut (5N). Pass the vault (4) through the pillar (8) and insert the spring washer (4W) with the nut (4N). tighten. Pillar (8)
Tighten the body difference (10) and the pillar (8) girder (11) in order,
Build while adjusting with the hexagonal buckle (3). After the building is completed, the horizontal brace steel plate (1FB) (2B) and (2S) of the floor and the hut are connected by the hexagonal tan buckle (3) and adjusted to complete the building method.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7034795A JPH08226168A (en) | 1995-02-22 | 1995-02-22 | Wooden structure joining hard ware and its system construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7034795A JPH08226168A (en) | 1995-02-22 | 1995-02-22 | Wooden structure joining hard ware and its system construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH08226168A true JPH08226168A (en) | 1996-09-03 |
Family
ID=13428813
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP7034795A Pending JPH08226168A (en) | 1995-02-22 | 1995-02-22 | Wooden structure joining hard ware and its system construction method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH08226168A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005146819A (en) * | 2003-11-13 | 2005-06-09 | Shiyoudai Oguro | Wooden framework, improved joining method, and joining hardware |
| CN104988992A (en) * | 2015-06-30 | 2015-10-21 | 杭州朗尔诺品实业有限公司 | Base column connecting structure |
| US10113307B1 (en) * | 2017-06-21 | 2018-10-30 | Timothy W. Canby | Rolling block restraint connector |
| CN110847366A (en) * | 2019-11-28 | 2020-02-28 | 湖南麓上住宅工业科技有限公司 | Connecting sleeve for wood structure |
| US11078661B2 (en) | 2019-10-04 | 2021-08-03 | Timothy William Canby | Rolling block restraint connector having an improved linkage assembly |
-
1995
- 1995-02-22 JP JP7034795A patent/JPH08226168A/en active Pending
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005146819A (en) * | 2003-11-13 | 2005-06-09 | Shiyoudai Oguro | Wooden framework, improved joining method, and joining hardware |
| CN104988992A (en) * | 2015-06-30 | 2015-10-21 | 杭州朗尔诺品实业有限公司 | Base column connecting structure |
| US10113307B1 (en) * | 2017-06-21 | 2018-10-30 | Timothy W. Canby | Rolling block restraint connector |
| US11078661B2 (en) | 2019-10-04 | 2021-08-03 | Timothy William Canby | Rolling block restraint connector having an improved linkage assembly |
| CN110847366A (en) * | 2019-11-28 | 2020-02-28 | 湖南麓上住宅工业科技有限公司 | Connecting sleeve for wood structure |
| CN110847366B (en) * | 2019-11-28 | 2021-06-22 | 湖南麓上住宅工业科技有限公司 | Connecting sleeve for wood structure |
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