JPH0348963Y2 - - Google Patents
Info
- Publication number
- JPH0348963Y2 JPH0348963Y2 JP1985165496U JP16549685U JPH0348963Y2 JP H0348963 Y2 JPH0348963 Y2 JP H0348963Y2 JP 1985165496 U JP1985165496 U JP 1985165496U JP 16549685 U JP16549685 U JP 16549685U JP H0348963 Y2 JPH0348963 Y2 JP H0348963Y2
- Authority
- JP
- Japan
- Prior art keywords
- lower chord
- panel
- building
- steel beam
- attached
- 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
- 229910000831 Steel Inorganic materials 0.000 claims description 17
- 239000010959 steel Substances 0.000 claims description 17
- 239000000463 material Substances 0.000 claims description 9
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 238000010276 construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000012779 reinforcing material Substances 0.000 description 2
- 239000002131 composite material Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000006355 external stress Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
- Joining Of Building Structures In Genera (AREA)
Description
【考案の詳細な説明】
〈産業上の利用分野〉
本考案は、コンクリート製パネルの上部両側に
トラス又はラチス状の鋼製梁材を夫々取着した建
物用構造パネル体に関する。[Detailed Description of the Invention] <Industrial Application Field> The present invention relates to a structural panel body for a building in which truss or lattice-shaped steel beams are attached to both upper sides of a concrete panel.
〈従来の技術及びその課題点〉
コンクリートパネルと鉄骨構造体を同一建築物
に組込むことは、両者の剛性上の相違等から混構
造特有の解析を要し、且つ接合部の具体的施工も
複雑になるなど構造的かつコスト的にも問題を生
じている。<Conventional technology and its issues> Incorporating concrete panels and steel structures into the same building requires analysis unique to mixed structures due to differences in rigidity between the two, and the specific construction of joints is also complicated. This poses structural and cost problems.
〈課題を解決するための手段〉
本考案はコンクリートパネルと鋼製梁材等の鉄
骨構造体とを一体的に取着して補剛効果に優れ、
且つ施工コストも従来に比べ有利な建物用パネル
を提供するものである。<Means for solving the problem> The present invention has an excellent stiffening effect by integrally attaching a concrete panel and a steel structure such as a steel beam.
Furthermore, the present invention provides a building panel that is advantageous in terms of construction cost compared to conventional panels.
〈実施例〉
以下図面により本考案の建物用構造パネル体を
説明する。<Example> The structural panel body for buildings of the present invention will be explained below with reference to the drawings.
図は建物用構造パネル体１の正面概略図であ
る。 The figure is a schematic front view of a structural panel body 1 for a building.
この建物用構造パネル体１はコンクリートパネ
ル１１の上部に鋼製梁材２を取着したものであ
る。 This structural panel body 1 for a building has a steel beam 2 attached to the upper part of a concrete panel 11.
コンクリートパネル１１は、その上部に上弦材
３ａ、下弦材３ｂ及び斜材３ｃによつてトラス又
はラチス状の部材として形成された補強材３を配
設した状態でコンクリートを打設し、略矩形板状
に形成されたものである。 The concrete panel 11 is made by pouring concrete with a reinforcing member 3 formed as a truss or lattice member formed by an upper chord member 3a, a lower chord member 3b, and a diagonal member 3c arranged on the upper part of the panel, and is made into a substantially rectangular plate. It is formed in the shape of
一方鋼製梁材２はトラス梁やラチス梁等の鋼製
組立梁であり、上弦材２１と下弦材２２からなる
所定の梁背間に斜材２３，２３…を溶接、ボルト
等の手段により接合し、前記補強材３と略同形状
のトラス又はラチス状の梁として一体的に組立て
たものである。上記鋼製梁材２をコンクリートパ
ネル１１に取着する具体的方法の一例としては、
コンクリートパネル１１に埋込まれた上、下弦材
３ａ，３ｂの端面にコンクリートパネル１１から
露出させた状態に取付プレート３１，３１…を設
けておき、この取付プレート３１，３１…を介し
て鋼製梁２の上、下弦材２１，２２を夫々取着す
るものである。すなわちコンクリートパネル１１
の上部側面に露出した取付プレート３１，３１と
鋼製梁材２の上、下弦材２１，２２の端部に設け
た取付プレート２１ａ，２２ａ…を当接させ、ボ
ルトや溶接等の手段により取着するものである。 On the other hand, the steel beam material 2 is a steel assembled beam such as a truss beam or a lattice beam, and diagonal members 23, 23, etc. are welded or bolted between predetermined backs of the beams consisting of an upper chord member 21 and a lower chord member 22. They are joined together and integrally assembled as a truss or lattice beam having approximately the same shape as the reinforcing member 3. As an example of a specific method for attaching the steel beam material 2 to the concrete panel 11,
Attachment plates 31, 31... are provided on the end faces of the upper and lower chord members 3a, 3b embedded in the concrete panel 11 in a state exposed from the concrete panel 11, and steel The upper and lower chord members 21 and 22 of the beam 2 are attached respectively. That is, concrete panel 11
The mounting plates 31, 31 exposed on the upper side surface of the steel beam 2 are brought into contact with the mounting plates 21a, 22a, etc. provided at the ends of the lower chord members 21, 22, and the mounting plates 21a, 22a... are attached by means such as bolts or welding. It is something to wear.
よつて鋼製梁材２にかかる外力は、埋込まれた
補強材３を介してコンクリートパネル１１自体に
伝わることになる。 Therefore, the external force applied to the steel beam 2 is transmitted to the concrete panel 11 itself via the embedded reinforcing material 3.
これによりコンクリートパネル１１と鋼製梁材
２は構造上一体的かつ複合的な建築用パネルを構
成することになる。 As a result, the concrete panel 11 and the steel beam material 2 constitute a structurally integrated and composite architectural panel.
〈考案の効果〉
上記構成を有する建物用構造パネル体は、外部
応力に対してコンクリートパネルと鋼製梁材が一
体的な挙動を行い、剛性も優れ且つ構造設計も容
易となる。<Effects of the invention> In the building structural panel body having the above configuration, the concrete panel and the steel beam behave integrally against external stress, and the rigidity is excellent and the structural design is easy.
更に又コンクリートの打設時に補強材を予め埋
込んでおけばよく、取付施工の簡易化も図られ
る。 Furthermore, it is sufficient to embed the reinforcing material in advance at the time of pouring the concrete, thereby simplifying the installation work.
図は、本考案に係る建物用構造パネル体の正面
概略図である。
１……建物用構造パネル体、１１……コンクリ
ートパネル、２……鋼製梁材、２１……上弦材、
２２……下弦材、２３，２３……斜材、２１ａ，
２２ａ……取付プレート、３……補強材、３ａ…
…上弦材、３ｂ……下弦材、３１，３１……取付
プレート。
The figure is a schematic front view of a structural panel body for a building according to the present invention. 1... Building structural panel body, 11... Concrete panel, 2... Steel beam material, 21... Top chord material,
22... lower chord member, 23, 23... diagonal member, 21a,
22a...Mounting plate, 3...Reinforcement material, 3a...
...Top chord material, 3b...Lower chord material, 31, 31...Mounting plate.
Claims (1)
ラチス状の鋼製梁材を夫々取着した建物用構造パ
ネル体において、 前記コンクリートパネルの上部に、上、下弦材
及び斜材によつて前記鋼製梁材と略同形のトラス
又はラチス状に構成した補強材を埋め込み、 該補強材の上、下弦材の各端面に、前記構造体
パネルから露出した状態に取付プレートを設けた
もので、 該取付プレートと前記鋼製梁材の上、下弦材に
設けた取付プレートとを夫々取着したことを特徴
とする建物用構造パネル体。[Scope of Claim for Utility Model Registration] In a structural panel body for a building in which truss or lattice-shaped steel beams are attached to both sides of the upper part of a concrete panel, upper and lower chord members and diagonal members are attached to the upper part of the concrete panel. A reinforcing member configured in a truss or lattice shape having substantially the same shape as the steel beam material is embedded, and a mounting plate is provided on each end face of the lower chord member on top of the reinforcing member in a state exposed from the structure panel. A structural panel body for a building, characterized in that the mounting plate and mounting plates provided on the upper and lower chord members of the steel beam are respectively attached.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1985165496U JPH0348963Y2 (en) | 1985-10-28 | 1985-10-28 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1985165496U JPH0348963Y2 (en) | 1985-10-28 | 1985-10-28 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6273008U JPS6273008U (en) | 1987-05-11 |
| JPH0348963Y2 true JPH0348963Y2 (en) | 1991-10-18 |
Family
ID=31095587
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1985165496U Expired JPH0348963Y2 (en) | 1985-10-28 | 1985-10-28 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0348963Y2 (en) |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5641015B2 (en) * | 1973-12-18 | 1981-09-25 |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5922806Y2 (en) * | 1979-09-10 | 1984-07-07 | 株式会社竹中工務店 | Precast reinforced concrete shear wall with beam/wall composition |
-
1985
- 1985-10-28 JP JP1985165496U patent/JPH0348963Y2/ja not_active Expired
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5641015B2 (en) * | 1973-12-18 | 1981-09-25 |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6273008U (en) | 1987-05-11 |
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