JPS622088B2 - - Google Patents
Info
- Publication number
- JPS622088B2 JPS622088B2 JP55084925A JP8492580A JPS622088B2 JP S622088 B2 JPS622088 B2 JP S622088B2 JP 55084925 A JP55084925 A JP 55084925A JP 8492580 A JP8492580 A JP 8492580A JP S622088 B2 JPS622088 B2 JP S622088B2
- Authority
- JP
- Japan
- Prior art keywords
- frame member
- shaped
- drum
- joint
- members
- 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.)
- Expired
Links
- 238000010586 diagram Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Description
【発明の詳細な説明】
この発明の架構部材の仕口構造は建造物の屋
根、床、その他に立体トラス構造を用いる場合に
おいて、各架構部材の仕口部が複雑な相対位置関
係にある場合でも皆同じ接合部材ですみ、施工が
簡単で、しかも接合部として構造力学的に充分信
頼性のある剛接合部が得られるもので、すなわ
ち、円形又は多角形の上下2枚の水平板の中心部
をパイプ部材で連結した鼓型の接合部材を使用
し、この鼓型の胴の上、下にガセツトプレートを
取付けて、各架構部材の仕口を接合するようにし
たものである。[Detailed Description of the Invention] The joint structure of the frame members of the present invention is used when a three-dimensional truss structure is used for the roof, floor, etc. of a building, and the joint parts of each frame member have a complicated relative positional relationship. However, it is possible to obtain a rigid joint that uses the same joining materials, is easy to construct, and is structurally mechanically reliable, that is, the center of two circular or polygonal upper and lower horizontal plates. A drum-shaped joining member is used in which parts are connected by pipe members, and gusset plates are attached to the top and bottom of this drum-shaped body to join the joints of each frame member.
たとえば、大屋根を有する建造物ではその屋根
構造として立体トラス構造を用いることが多い
が、各トラス架構部材の節点仕口は、従来は第1
図の平面図に示すように、接合すべき架構部材の
弦材に平板状の大きな接合フランジを設け、この
接合フランジを被接合架構部材の方向に突設する
ようにしてガセツトプレート及びボルト穴を用い
て接合を行つていた。 For example, buildings with large roofs often use a three-dimensional truss structure as their roof structure, but conventionally the nodal joints of each truss frame member were
As shown in the plan view of the figure, a large plate-shaped joining flange is provided on the chord members of the frame members to be joined, and this joining flange is provided so as to protrude in the direction of the structural members to be joined. The joining was performed using
しかし、屋根構造で例えばドーム型に設計した
場合などは、第2図の接合説明図が示すように平
面的にみた場合AからPまで計16種類の各架構部
材の接合形態が生じ、上記従来例を用いた場合に
は、この接合形態が異なるごとに異なつた形状の
ガセツトプレート等を用いなければならず、いわ
ば架構の接合部材としても各接合形態に合わせた
種々のものを必要とするので手数がかかり、また
位置決めその他で取付の手間も非常に面倒であつ
た。 However, when a roof structure is designed to have a dome shape, for example, a total of 16 types of connection forms for each frame member from A to P occur when viewed from above as shown in the connection diagram in Fig. If this example is used, different shapes of gusset plates, etc. must be used for each different type of connection, and various types of connection members for the frame are required to suit each type of connection. Therefore, it took a lot of time and effort to install the device due to positioning and other issues.
この発明は、上記不都合を解消するもので、次
に図面について実施例を詳細に説明する。 The present invention solves the above-mentioned disadvantages, and embodiments will now be described in detail with reference to the drawings.
図面中4は、トラスの架構部材で、上弦材1と
下弦材2をラチス3で連結したものである。 Reference numeral 4 in the drawings indicates a truss frame member, in which an upper chord member 1 and a lower chord member 2 are connected by a lattice 3.
この架構部材4を複数個組合せて、建造物の屋
根の骨組を形造るわけであるが、第2図はその組
合せの一部を示したもので、各架構部材4の仕口
部に、円形又は正多角形の上下2枚の水平板5,
6の中心部をパイプ部材7で連結したいわゆる鼓
型の接合部材8をセツトする。 A plurality of these frame members 4 are combined to form the frame of the roof of a building, and Figure 2 shows a part of the combination. Or two horizontal plates 5, upper and lower, of regular polygons,
A so-called drum-shaped joining member 8 in which the center portions of the two members 6 are connected by a pipe member 7 is set.
また各構造部材4のラチス3を取り付けるため
と水平板5,6を補強するために、上記接合部材
8の水平板5,6の内側に、各架構部材4の接合
方向に向けて、ガセツトプレート9を放射状に垂
設する。 In addition, in order to attach the lattice 3 of each structural member 4 and to reinforce the horizontal plates 5 and 6, gussets are installed on the inside of the horizontal plates 5 and 6 of the joining member 8 in the joining direction of each frame member 4. The plates 9 are arranged vertically in a radial manner.
第3図〜第5図は、この発明の仕口構造を示し
たもので、各架構部材4の上弦材1及び下弦材2
のフランジ端部と、接合部材8の上下水平板5,
6との端部とを突き合わせ、突き合わせ部の上下
からスプライスプレート10,11をあてて、溶
接やリベツト、又は高力ボルトなどを用いて連結
する。 3 to 5 show the joint structure of the present invention, in which the upper chord member 1 and the lower chord member 2 of each frame member 4 are shown.
, and the upper and lower horizontal plates 5 of the joining member 8,
6 and the end portions are butted together, splice plates 10 and 11 are applied from above and below the abutted portions, and the connection is made using welding, rivets, high-strength bolts, or the like.
また上弦材1、下弦材2のウエブについては、
同じくスプライスプレート12を用いて上記接合
部材8のガセツトプレート9と連結する。 Regarding the webs of upper chord material 1 and lower chord material 2,
Similarly, the splice plate 12 is used to connect the joining member 8 to the gusset plate 9.
このようにして構成した仕口構造は、接合部材
8の水平板5と6で架構部材4の曲げモーメント
を伝える役割をなし、水平板5,6を連結するパ
イプ部材7が部材のせん断力を伝える役割をする
ので、構造的に充分信頼性のある剛接合となるも
のである。 In the Shiguchi structure constructed in this way, the horizontal plates 5 and 6 of the joint member 8 serve to transmit the bending moment of the frame member 4, and the pipe member 7 connecting the horizontal plates 5 and 6 transmits the shear force of the members. Since it plays the role of transmitting information, it is a rigid joint with sufficient structural reliability.
以上述べたように、この発明の架構部材の仕口
構造は、接合部材に鼓型のものを用いたので平面
的にあらゆる角度に適用でき、各架構部材の仕口
部が複雑な相対位置関係にある場合でも、すべて
同一形態の接合部材を用いることができ施工が容
易であるとともに、力学的にも鼓型の接合部材が
求心性を有するため、あらゆる角度からの力の伝
達を行なうことができ、充分信頼に足りうる剛接
合部が得られるものである。 As described above, the joint structure of the frame member of the present invention uses a drum-shaped joint member, so it can be applied at any angle in a plane, and the joint part of each frame member has a complicated relative positional relationship. Even in cases where the joint members are of the same type, construction is easy, and mechanically, the drum-shaped joint members have centripetal properties, making it possible to transmit force from all angles. This results in a sufficiently reliable rigid joint.
なお、実施例の説明としては、ドーム型の屋根
についてのみ述べたが、ドーム型に限らず、平版
型、アーチ型等種々の型の屋根、床、その他の架
構に適用できるものである。 In the description of the embodiment, only a dome-shaped roof has been described, but the present invention is applicable not only to the dome-shaped roof but also to various types of roofs, floors, and other frames such as planar-shaped and arch-shaped.
第1図は、従来例の仕口構造を示す平面図、第
2図は架構の接合を示す説明図、第3図はこの発
明の仕口構造の実施例を示す斜視図、第4図は同
じく実施例を示す平面図、第5図は第4図におけ
る一部省略したA−A断面図である。
1……上弦材、2……下弦材、3……ラチス、
4……架構部材、5,6……水平板、7……パイ
プ部材、8……接合部材、9……ガセツトプレー
ト、10,11,12……スプライスプレート。
FIG. 1 is a plan view showing a conventional joint structure, FIG. 2 is an explanatory diagram showing the joining of the frame, FIG. 3 is a perspective view showing an embodiment of the joint structure of the present invention, and FIG. 4 is a plan view showing a conventional joint structure. Similarly, FIG. 5 is a plan view showing the embodiment, and is a partially omitted sectional view taken along the line AA in FIG. 4. 1... Upper chord material, 2... Lower chord material, 3... Lattice,
4... Frame member, 5, 6... Horizontal plate, 7... Pipe member, 8... Joining member, 9... Gusset plate, 10, 11, 12... Splice plate.
Claims (1)
をパイプ部材で連結した鼓型の接合部材を使用
し、この鼓型の胴の上、下部にガセツトプレート
を取付けて、上弦材と下弦材をラチスで連結した
各架構部材の仕口同土をこの鼓型の接合部材を中
にしてその上下に連結することで接合するように
したことを特徴とする架構部材の仕口構造。1. Use a drum-shaped joining member that connects the centers of two upper and lower circular or polygonal horizontal plates with a pipe member, attach gusset plates to the top and bottom of this drum-shaped body, and connect the upper and lower string members. A joint structure for a frame member, characterized in that the joints of each frame member in which the lower chord members are connected with a lattice are joined by connecting the upper and lower parts of each frame member with this drum-shaped joint member inside.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8492580A JPS579936A (en) | 1980-06-23 | 1980-06-23 | End construction of frame member |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8492580A JPS579936A (en) | 1980-06-23 | 1980-06-23 | End construction of frame member |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS579936A JPS579936A (en) | 1982-01-19 |
JPS622088B2 true JPS622088B2 (en) | 1987-01-17 |
Family
ID=13844267
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP8492580A Granted JPS579936A (en) | 1980-06-23 | 1980-06-23 | End construction of frame member |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS579936A (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TWI509167B (en) * | 2013-12-10 | 2015-11-21 | China Steel Corp | Energy dissipation joint assembly and the use of its seismic structure |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5328967U (en) * | 1976-08-20 | 1978-03-11 |
-
1980
- 1980-06-23 JP JP8492580A patent/JPS579936A/en active Granted
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5328967U (en) * | 1976-08-20 | 1978-03-11 |
Also Published As
Publication number | Publication date |
---|---|
JPS579936A (en) | 1982-01-19 |
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