JPS63138304U - - Google Patents

Info

Publication number
JPS63138304U
JPS63138304U JP3126087U JP3126087U JPS63138304U JP S63138304 U JPS63138304 U JP S63138304U JP 3126087 U JP3126087 U JP 3126087U JP 3126087 U JP3126087 U JP 3126087U JP S63138304 U JPS63138304 U JP S63138304U
Authority
JP
Japan
Prior art keywords
triangular truss
beams
main frames
truss beam
suspension
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
JP3126087U
Other languages
Japanese (ja)
Other versions
JPH059364Y2 (en
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 filed Critical
Priority to JP3126087U priority Critical patent/JPH059364Y2/ja
Publication of JPS63138304U publication Critical patent/JPS63138304U/ja
Application granted granted Critical
Publication of JPH059364Y2 publication Critical patent/JPH059364Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

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

第1図a,bは本考案の作用を説明するメイン
フレームの変形状態図、第2図a〜cは本考案の
作用を説明するための応力図、第3図は本考案の
一実施例を示す斜視図、第4図はプレストレス導
入部を示す側面図。 1,12……三角トラス梁、2,13……柱、
3,11……メインフレーム、17……サスペン
シヨンビーム。
Figures 1a and b are deformation state diagrams of the main frame to explain the action of the present invention, Figures 2 a to c are stress diagrams to explain the action of the invention, and Figure 3 is an embodiment of the invention. FIG. 4 is a side view showing the prestress introduction part. 1,12...triangular truss beam, 2,13...column,
3, 11... Main frame, 17... Suspension beam.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 一本の上弦材、2本の下弦材およびそれらをつ
なぐラチス材よりなる三角トラス梁と該三角トラ
ス梁の両端を支持する左右のブレース付き柱とか
ら構成される複数のメインフレームと、それら複
数のメインフレームに直交しかつ前記三角トラス
梁をつなぐよう互いに平行にかつ所定間隔置きに
配置されたサスペンシヨンビームとを備える構造
物の骨組み構造であつて、前記三角トラス梁には
鉛直荷重時とは逆方向の応力が加わるようプレス
トレスが導入されていることを特徴とする構造物
の骨組み構造。
A plurality of main frames consisting of one upper chord member, two lower chord members, a triangular truss beam made of lattice material connecting them, and columns with left and right braces that support both ends of the triangular truss beam, and the plurality of main frames. and suspension beams arranged parallel to each other and at predetermined intervals to connect the triangular truss beams and perpendicular to the main frame of the structure, wherein the triangular truss beams are provided with suspension beams that are vertically loaded. is a frame structure of a structure characterized by the introduction of prestress to apply stress in the opposite direction.
JP3126087U 1987-03-04 1987-03-04 Expired - Lifetime JPH059364Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3126087U JPH059364Y2 (en) 1987-03-04 1987-03-04

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3126087U JPH059364Y2 (en) 1987-03-04 1987-03-04

Publications (2)

Publication Number Publication Date
JPS63138304U true JPS63138304U (en) 1988-09-12
JPH059364Y2 JPH059364Y2 (en) 1993-03-09

Family

ID=30836831

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3126087U Expired - Lifetime JPH059364Y2 (en) 1987-03-04 1987-03-04

Country Status (1)

Country Link
JP (1) JPH059364Y2 (en)

Also Published As

Publication number Publication date
JPH059364Y2 (en) 1993-03-09

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