JPH01322043A - Roof frame of collected material beam - Google Patents
Roof frame of collected material beamInfo
- Publication number
- JPH01322043A JPH01322043A JP15630588A JP15630588A JPH01322043A JP H01322043 A JPH01322043 A JP H01322043A JP 15630588 A JP15630588 A JP 15630588A JP 15630588 A JP15630588 A JP 15630588A JP H01322043 A JPH01322043 A JP H01322043A
- Authority
- JP
- Japan
- Prior art keywords
- frame
- beams
- collected material
- roof frame
- frame unit
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 1
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は集成材梁を網目状に架設して構成される、集
成材梁の屋根架構に関するものである。DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a roof frame made of laminated timber beams constructed by constructing laminated timber beams in a mesh pattern.
集成材より構成される格子状の屋根架構の形態は一般に
、一方向に連続的に架設される大梁に小梁を交差させ、
これを大梁間に跨設して構築される架構と、隣接する節
点間距離の長さの梁を節点に集合させて構築される架構
とに分けられる。Generally, the form of a lattice-like roof frame made of laminated timber is constructed by constructing large beams that are continuously constructed in one direction with small beams intersecting each other.
These can be divided into two types: one is a frame constructed by straddling the girders, and the other is a frame constructed by assembling beams with the distance between adjacent nodes at a node.
ところが前者では大梁と小梁の長さが極端に異なるため
応力分布が不均一になり、部材断面が統一化されず、一
方後者では部材断面及び部材長さの統一化は図れるが、
節点をピンにすると架構が不安定になり、これを剛にす
ることは多数の部材が集まるため難しく、また節点数が
多いため不経済でもある、等いずれもそれぞれに弱点を
抱えている。However, in the former case, the lengths of the large and small beams are extremely different, resulting in uneven stress distribution and the cross-sections of the members cannot be unified, while in the latter case, although the cross-sections and lengths of the members can be unified,
Each method has its own weaknesses, such as using pins at the nodes to make the frame unstable, making it difficult to make it rigid because it involves a large number of members, and being uneconomical due to the large number of nodes.
この発明はこうした背景を踏まえてなされたもので、部
材を統一化し、剛節化が容易な架構を新たに提案しよう
とするものである。This invention was made based on this background, and aims to propose a new frame that unifies members and can be easily made into rigid joints.
本発明では網目状をなして組み立てられる架構の、連続
する3節点間に跨る長さを有する集成材梁の中間に、こ
れに交差する同一長さの集成材梁の端部を突き合わせて
巴形の架構ユニットを形成し、この架構ユニットを組み
合わせることにより部材の統一化と剛節化を実現する。In the present invention, in a frame assembled in a net shape, the ends of the glulam beams of the same length intersecting the glulam beams are butted in the middle of the glulam beams having a length spanning between three consecutive nodes to form a tomoe shape. By forming a frame unit and combining these frame units, it is possible to unify the members and make them rigid.
架構ユニットの組み合わせにより構成される架構の節点
は一方向の集成材束の中間に位置し、この節点には一方
向の集成材束を挟んで対向する2本の集成材束のみが集
まり、この一方向の集成材束への、交差する2本の集成
材束の剛接合化が容易になる。The node of the frame constituted by the combination of frame units is located in the middle of the laminated timber bundle in one direction, and only the two laminated timber bundles facing each other with the one-directional laminated timber bundle in between gather at this node. It becomes easy to rigidly join two intersecting laminated timber bundles to a one-way laminated timber bundle.
以下本発明を一実施例を示す図面に基づいて説明する。 The present invention will be explained below based on the drawings showing one embodiment.
この発明の屋根架構Aは第1図に示すように同一長さの
集成材束1を巴形に組んだ架構ユニットaより網目状に
構成されるものである。As shown in FIG. 1, the roof frame A of the present invention is constructed in a mesh shape from frame units a made up of laminated timber bundles 1 of the same length assembled in a toe-like shape.
架構ユニットaは第2図に示すように屋根架構A(網目
)の連続する3節点間に跨る長さを有する、一方向の集
成材束1の中間に、これに交差する集成材束1の端部を
突き合わせて図示の通り巴形の形態をなすもので、屋根
架構Aの基本パターンを構成する。As shown in Fig. 2, the frame unit a has a length extending between three consecutive nodes of the roof frame A (mesh), and is located in the middle of a unidirectional glulam bundle 1, and has a glulam bundle 1 that intersects with the glulam bundle 1. The ends are butted together to form a tomoe shape as shown in the figure, and constitute the basic pattern of the roof frame A.
第2図3第3図は最も簡易な構造の屋根架構Aの構築例
を示したものであるが、それぞれ四角形状、三角形状に
組まれた基本パターンの架構ユニットaの各節点に網目
をなす小梁2を突き合わせるとともに、架構ユニットa
の周囲に側梁3を架設して屋根架構Aを構成している。Fig. 2 Fig. 3 shows an example of the construction of the roof frame A, which has the simplest structure, and a mesh is formed at each node of the basic pattern of the frame unit a, which is constructed in a rectangular shape and a triangular shape, respectively. While butting the small beams 2 together, frame unit a
A roof frame A is constructed by erecting side beams 3 around the roof.
第4図、第5図は第2図の実施例を拡張し、面内の2方
向に架構ユニットaを連続させ、組み合わせて大スパン
の屋根架構Aを構成した場合の実施例を示したものであ
る。Figures 4 and 5 show an example in which the embodiment shown in Figure 2 is expanded, and frame units a are connected in two directions within the plane and combined to form a large-span roof frame A. It is.
この場合も図示するように周囲に小梁2と側梁3が配置
される。In this case as well, the small beams 2 and side beams 3 are arranged around it as shown.
第6図は屋根架構Aの節点、すなわち交差する集成材梁
1,1仕ロ部の接合例を示したものであるが、仕口部は
図示するように一方向に連続する集成材束1とこれを挟
んで対向する集成材束1.1との接合となる。Figure 6 shows an example of joining the joints of the nodes of the roof frame A, that is, the intersecting glulam beams 1 and 1, but the joints are the glulam beams 1 that continue in one direction as shown in the figure. and the laminated timber bundle 1.1 facing each other with this in between.
図示の実施例は仕口部を剛節化した場合の接合例である
が、仕口部は、図示するように連続する集成材束1と対
向する集成材束1,1それぞれに埋め込まれた接合金物
4.4を突き合わせ、両接合金物4.4間にプレート5
を跨設してポル1〜6を締めることにより剛接合化され
ている。The illustrated embodiment is a joining example in which the joint part is made into a rigid joint, but the joint part is embedded in the continuous laminated timber bundle 1 and the opposing laminated timber bundles 1 and 1, respectively, as shown in the figure. Butt the joining hardware 4.4 together, and insert the plate 5 between both joining hardware 4.4.
A rigid connection is achieved by straddling the poles and tightening poles 1 to 6.
第7図の接合例は接合金物4.4に代えて鋼棒7,7を
集成材梁1,1内に埋め込み、これをカプラー8で連結
し、連結部をコンクリート9で等で被覆することにより
同じく仕口部を剛接合化した場合である。In the connection example shown in Fig. 7, steel rods 7, 7 are embedded in the laminated timber beams 1, 1 instead of the joining hardware 4.4, and these are connected with a coupler 8, and the connection part is covered with concrete 9, etc. This is the same case where the joint part is made into a rigid joint.
この発明は以上の通りであり、巴形に組まれた集成材束
を基本パターンとし、これを組み合わせて梁構を構成す
るものであるため使用される集成材束の長さと断面寸法
が統一化され、また節点に集まる部材数が少ないため容
易にこれを剛節化することでき、経済的で安定した架構
を構築することができる。This invention is as described above, and since the basic pattern is a laminated timber bundle assembled in a tomoe shape and the beam structure is constructed by combining these, the length and cross-sectional dimensions of the used laminated timber bundles are unified. Moreover, since there are few members gathered at the nodes, it is possible to easily make them into rigid joints, making it possible to construct an economical and stable frame.
第1図は架構ユニットの組立例を示した概要図、第2図
、第3図は簡易な架構の構築例を示したもので、いずれ
も■は平面図、■は断面図、第4図5第5図は大スパン
架構の構築例を示したもので、いずれもIは平面図、■
は断面図、第6図、第7図は節点の接合例を示したもの
で、いずれも■は平面図、■は断面図である。
A・・・・・・屋根架構、a・・・・・・架構ユニット
、1・・・・・・集成材束、2・・・・・・小梁、3・
・・・・・側梁、4・・・・・・接合金物、5・・・・
・・プレート、6・・・・・・ボルト、7・・・・・・
鋼棒、8・・・・・・カプラー、9・・・・・・コンク
リート。Figure 1 is a schematic diagram showing an example of assembling a frame unit, Figures 2 and 3 are examples of building a simple frame, where ■ is a plan view, ■ is a cross-sectional view, and Figure 4 is a diagram showing an example of how to assemble a frame unit. 5 Figure 5 shows an example of construction of a large span frame, where I is a plan view and ■
6 and 7 show examples of joints of nodes, and in each case, ■ is a plan view, and ■ is a cross-sectional view. A: roof frame, a: frame unit, 1: laminated timber bundle, 2: small beam, 3:
...Side beam, 4...Joint hardware, 5...
...Plate, 6...Bolt, 7...
Steel rod, 8...Coupler, 9...Concrete.
Claims (1)
れる屋根架構であり、網目の連続する3節点間に跨る長
さを有する集成材梁の中間に、これに交差する同一長さ
の集成材梁の端部を突き合わせて形成される巴形の架構
ユニットを組み合わせてなる集成材梁の屋根架構。(1) A roof frame constructed by intersecting glulam beams in the same plane in a mesh pattern, with the same beam intersecting the glulam beams having a length extending between three consecutive nodes of the mesh. A roof frame made of laminated timber beams, which is made by combining tomoe-shaped structural units formed by butting the ends of long laminated timber beams together.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15630588A JP2643320B2 (en) | 1988-06-24 | 1988-06-24 | Glulam beam roof frame |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15630588A JP2643320B2 (en) | 1988-06-24 | 1988-06-24 | Glulam beam roof frame |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH01322043A true JPH01322043A (en) | 1989-12-27 |
JP2643320B2 JP2643320B2 (en) | 1997-08-20 |
Family
ID=15624899
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP15630588A Expired - Lifetime JP2643320B2 (en) | 1988-06-24 | 1988-06-24 | Glulam beam roof frame |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2643320B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2014523507A (en) * | 2011-07-04 | 2014-09-11 | ベトコンフレーム インターナショナル ピーティーワイ リミテッド | An upwardly convex three-dimensional frame and its construction method |
-
1988
- 1988-06-24 JP JP15630588A patent/JP2643320B2/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2014523507A (en) * | 2011-07-04 | 2014-09-11 | ベトコンフレーム インターナショナル ピーティーワイ リミテッド | An upwardly convex three-dimensional frame and its construction method |
Also Published As
Publication number | Publication date |
---|---|
JP2643320B2 (en) | 1997-08-20 |
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