JPH03113002U - - Google Patents
Info
- Publication number
- JPH03113002U JPH03113002U JP2072190U JP2072190U JPH03113002U JP H03113002 U JPH03113002 U JP H03113002U JP 2072190 U JP2072190 U JP 2072190U JP 2072190 U JP2072190 U JP 2072190U JP H03113002 U JPH03113002 U JP H03113002U
- Authority
- JP
- Japan
- Prior art keywords
- steel
- column
- side column
- wall side
- beams
- 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
- 229910000831 Steel Inorganic materials 0.000 claims description 18
- 239000010959 steel Substances 0.000 claims description 18
- 239000000463 material Substances 0.000 claims 1
- 239000011150 reinforced concrete Substances 0.000 claims 1
- 238000010586 diagram Methods 0.000 description 6
Landscapes
- Rod-Shaped Construction Members (AREA)
Description
第1図は本考案に係る耐震壁を含む架構構造の
一実施例を示す説明図、第2図は第1図−線
部における断面を示す説明図、第3図はフロア側
柱部の鉄骨柱と、建築物桁方向における梁部の鉄
骨梁との連結状態を示す説明図、第4図は外壁側
柱部の鉄骨柱と、建築物桁方向における梁部の鉄
骨梁との連結状態を示す説明図、第5図は建築物
の平面を示す説明図、第6図は建築物の断面を示
す説明図、第7図と第8図は従来例を示す説明図
である。
1……建築物、3……外壁側柱部、10……鉄
骨柱、8……H型鋼、4……フロア側柱部、12
……鉄骨柱、11……H型鋼、5……梁部(柱部
3,4間)、14……鉄骨梁、13……H型鋼、
7……耐震壁、15……梁部(フロア桁方向)、
18……梁部(外壁側)、19……鉄骨梁、20
……H型鋼、21……H型鋼。
Fig. 1 is an explanatory diagram showing an example of a frame structure including a seismic wall according to the present invention, Fig. 2 is an explanatory diagram showing a cross section taken along the line in Fig. 1, and Fig. 3 is a steel frame of a floor side column. An explanatory diagram showing the connection state between the columns and the steel beam of the beam section in the direction of the building girder. Figure 4 shows the connection state of the steel column of the outer wall side column and the steel beam of the beam section in the direction of the building girder. FIG. 5 is an explanatory diagram showing a plane of the building, FIG. 6 is an explanatory diagram showing a cross section of the building, and FIGS. 7 and 8 are explanatory diagrams showing a conventional example. 1...Building, 3...Outer wall side column, 10...Steel column, 8...H-shaped steel, 4...Floor side column, 12
... Steel column, 11 ... H-shaped steel, 5 ... Beam section (between column parts 3 and 4), 14 ... Steel beam, 13 ... H-shaped steel,
7... Earthquake-resistant wall, 15... Beam section (floor girder direction),
18... Beam part (outer wall side), 19... Steel beam, 20
...H type steel, 21...H type steel.
Claims (1)
耐震壁を配置した鉄骨鉄筋コンクリート造の架構
構造において、 前記外壁側柱部とフロア側柱部とのそれぞれに
、ウエブを梁方向に向けフランジ相互をつなぎ材
を介して連結した二本並設のH型鋼からなる鉄骨
柱を設け、 前記梁部に、外壁側柱部の鉄骨柱のフランジか
らこれに相対するフロア側柱部のフランジに連結
した二本並設のH型鋼からなる鉄骨梁を設け、 外壁側柱部間の梁部における鉄骨梁のウエブに
、外壁側柱部における鉄骨柱のウエブそれぞれを
、前記鉄骨柱のフランジ位置で連結したことを特
徴とする耐震壁を含む架構構造。[Scope of Claim for Utility Model Registration] In a steel-framed reinforced concrete frame structure in which a shear wall is arranged under the beam between the outer wall side column and the floor side column, the outer wall side column and the floor side column A steel column consisting of two parallel H-beams is installed on each of the beams, with the web facing the beam direction and the flanges connected to each other via a connecting material. A steel beam made of two parallel H-beams connected to the flanges of the floor side columns facing each other is installed, and the web of the steel beam at the beam between the outer wall side columns is connected to the web of the steel column at the outer wall side column. A frame structure including earthquake-resistant walls, each of which is connected at a flange position of the steel column.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2072190U JPH03113002U (en) | 1990-03-01 | 1990-03-01 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2072190U JPH03113002U (en) | 1990-03-01 | 1990-03-01 |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH03113002U true JPH03113002U (en) | 1991-11-19 |
Family
ID=31523809
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2072190U Pending JPH03113002U (en) | 1990-03-01 | 1990-03-01 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH03113002U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2012053538A1 (en) * | 2010-10-20 | 2012-04-26 | 花王株式会社 | Massage tool |
-
1990
- 1990-03-01 JP JP2072190U patent/JPH03113002U/ja active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2012053538A1 (en) * | 2010-10-20 | 2012-04-26 | 花王株式会社 | Massage tool |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP3170535B2 (en) | Damping structure | |
JPS5893111U (en) | Lightweight H-shaped steel beam | |
JPH10299170A (en) | Connecting structure for column and beam | |
JPH03113002U (en) | ||
JP3346364B2 (en) | Beam-column joint structure | |
JP3380600B2 (en) | Building steel structure | |
JP3571913B2 (en) | Column and beam joint structure, beam to beam joint structure, building unit, unit building and building | |
JPS6012003Y2 (en) | architectural framework structure | |
JP2561389Y2 (en) | Structure of the joint between steel beam and grand beam | |
JPS6320724Y2 (en) | ||
JPS59411Y2 (en) | Joints for architectural steel pipe parts | |
JPH0341521Y2 (en) | ||
JPS63251542A (en) | Connection structure of pillar and beam | |
JP2534160Y2 (en) | Beam-column connection structure | |
JPS6347201Y2 (en) | ||
JP2749310B2 (en) | Steel structure | |
JPH0728189Y2 (en) | Wall panel, floor panel roof panel and underground structure consisting of these panels | |
JPH0357261U (en) | ||
JP3026112B2 (en) | Pin-jointed steel frame structure using two parallel girders | |
JPH039403U (en) | ||
JP3769431B2 (en) | Unit building | |
JPH06306940A (en) | Steel framed multi-story building | |
JPS6334795Y2 (en) | ||
JPH0552383B2 (en) | ||
JPH0549927U (en) | Precast beams |