JPH11236743A - Architectural structure - Google Patents
Architectural structureInfo
- Publication number
- JPH11236743A JPH11236743A JP3865798A JP3865798A JPH11236743A JP H11236743 A JPH11236743 A JP H11236743A JP 3865798 A JP3865798 A JP 3865798A JP 3865798 A JP3865798 A JP 3865798A JP H11236743 A JPH11236743 A JP H11236743A
- Authority
- JP
- Japan
- Prior art keywords
- steel
- fixed
- shaped
- shaped steel
- bearing panel
- 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 abstract description 52
- 239000010959 steel Substances 0.000 claims abstract description 52
- 239000000463 material Substances 0.000 claims abstract description 14
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 9
- 230000002787 reinforcement Effects 0.000 abstract description 4
- 239000011178 precast concrete Substances 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 4
- 239000011381 foam concrete Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
Landscapes
- Rod-Shaped Construction Members (AREA)
- Panels For Use In Building Construction (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】この発明はプレキャストコンクリ
ート板等の補強筋が埋設された塑造材料製の耐力パネル
の周辺に形鋼を配しておき、その耐力パネルの組立によ
って形鋼が軸組となる建築構造を提供するものである。BACKGROUND OF THE INVENTION The present invention relates to a precast concrete plate and other reinforcing bars made of a plastic material in which reinforcing bars are buried. It provides a different architectural structure.
【0002】[0002]
【従来の技術】従来の建築において鉄骨軸組を組立てた
後、その鉄骨軸組に耐力パネルを建込む構造が一般的で
あり、またその耐力パネルの周辺に補強のためおよび取
付けを容易にするため形鋼等からなる枠を取付けておく
ことも屡々実施されているところである。2. Description of the Related Art In a conventional building, after a steel frame is assembled, a bearing panel is generally built on the steel frame, and reinforcement around the bearing panel is facilitated and mounting is facilitated. For this reason, it is often practiced to attach a frame made of shaped steel or the like.
【0003】[0003]
【この発明が解決しようとする課題】この発明は前記従
来構造を改良し、より工場生産の比重を大きくし、現場
での組立手間を簡素化し、施工能率を向上すべくしたも
ので、組立した後に軸組となる形鋼を分割した形状とし
ておき、これを補強筋が埋設された塑造材料製の耐力パ
ネルの周辺に工場生産等により予め固着しておき、耐力
パネルの建方により分割した形鋼を連結させ、あるいは
連続させることにより、軸組、特に梁状部材を構成しう
るようにしたものである。SUMMARY OF THE INVENTION The present invention is directed to improving the conventional structure, increasing the specific gravity of factory production, simplifying the on-site assembly work, and improving the construction efficiency. The shape steel to be later used as the frame is divided into shapes, which are fixed in advance around the load-bearing panels made of a plastic material in which reinforcing bars are embedded by factory production, etc., and divided according to the construction of the load-bearing panels. By connecting or connecting steel, a frame, particularly a beam-shaped member, can be formed.
【0004】[0004]
【課題を解決するための手段】この発明の要旨とする建
築構造は補強筋が埋設された塑造材料製上下耐力パネル
の端縁に形鋼を固着し、左右耐力パネルの形鋼を突合
せ、その形鋼のウエブ間に跨がる添板を形鋼に固着して
梁状部材を構成するようにしたものであり、さらに形鋼
にT形鋼を使用し、上下形鋼を添板で固着する場合、あ
るいは形鋼に溝形を使用する場合がある。またこの耐力
パネルの両側縁に補強鋼材を設けてある。According to the building structure of the present invention, a shaped steel is fixed to an edge of a vertical strength panel made of a plastic material in which a reinforcing bar is buried, and the shaped steels of the left and right strength panels are joined. A beam-shaped member is formed by fixing a base plate straddling between webs of a shape steel to a shape steel, and using a T-section steel for the shape steel, and fixing the upper and lower shape steels with the base plate In some cases, or a channel is used for the shaped steel. Further, reinforcing steel materials are provided on both side edges of the load-bearing panel.
【0005】[0005]
【実施例】図1〜図3に示す実施例に基いてこの発明を
説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described with reference to the embodiments shown in FIGS.
【0006】耐力パネルAは補強筋1を埋設した塑造材
料、例えばプレキャストコンクリート版軽量気泡コンク
リート板あるいはALC板等からなるもので、その縦縁
にはアングル(2a)あるいはリップアングル(2b)
等からなる補強鋼材が固定されている。また上下端縁に
はカットT形鋼等の形鋼3が固着してある。左右耐力パ
ネルA,Aの前記形鋼3,3を突合せ、その形鋼3,3
のウエブ間に跨がる添板4を形鋼3,3のウエブに固着
して梁状部材を構成してなる。The load-bearing panel A is made of a plastic material in which the reinforcing bar 1 is embedded, for example, a precast concrete plate lightweight cellular concrete plate or an ALC plate, and has a vertical edge at an angle (2a) or a lip angle (2b).
Reinforced steel material made of such as is fixed. A shaped steel 3 such as a cut T-shaped steel is fixed to the upper and lower edges. The shape steels 3, 3 of the left and right proof panels A, A are butted, and
The supporting plate 4 straddling between the webs is fixed to the webs of the section steels 3 and 3 to form a beam-shaped member.
【0007】図4に示す実施例は上下耐力パネルAの上
下端縁隅角部にアングル状の形鋼5aを取付け、この形
鋼5aにH形鋼6を取付け、このH形鋼6を突合せて添
板4をそのウエブに跨がって固着してある。In the embodiment shown in FIG. 4, an angled section steel 5a is attached to the corners of the upper and lower edges of the vertical bearing panel A, an H section steel 6 is attached to the section section 5a, and the H section steel 6 is butted. The attachment plate 4 is fixed over the web.
【0008】図5は前記形鋼5aの水平フランジの巾を
長くした形鋼5bを使用し、耐力パネルAの厚さに略等
しいものとしてあり、その他の構成は図4の場合と略同
様である。FIG. 5 uses a section steel 5b in which the width of the horizontal flange of the section steel 5a is made longer and is substantially equal to the thickness of the load-bearing panel A, and other configurations are substantially the same as those in FIG. is there.
【0009】図6は上下耐力パネルAの端縁隅角部に溝
形鋼7aを固着し、左右耐力パネルおよび上下耐力パネ
ルの溝形鋼7aを突合せ、それらのウエブ間に跨がる添
板4と溝形鋼7aに固着し、上下溝形鋼7aのフランジ
を重ねて固着して連結した梁状部材を構成してなる。FIG. 6 shows a case in which a channel steel 7a is fixed to the corner of the edge of the vertical bearing panel A, and the channel steels 7a of the left and right bearing panels and the vertical bearing panel are abutted, and a supporting plate straddling between the webs. 4 and the channel steel 7a, and a beam-like member is formed by overlapping and fixing the flanges of the upper and lower channel steels 7a.
【0010】図7は前記溝形鋼7aを変形し、上下重な
る水平フランジの長さを長くした変形の溝形鋼7bを使
用したもので、その他の構成は図6の場合と略同様であ
る。FIG. 7 shows the use of a deformed channel steel 7b in which the above-mentioned channel steel 7a is deformed and the length of the horizontal flange overlapping vertically is increased, and the other structure is substantially the same as that of FIG. .
【0011】[0011]
【発明の効果】この発明は以上の構成からなり、補強筋
埋設された塑造材料製の耐力パネルの上下端縁には形鋼
が固着してあってパネルを補強するとともにその耐力パ
ネルを左右,上下連結し、添板を利用し、あるいは直接
形鋼を結合、接続することにより連結した梁状部材を構
成し、建築物の軸組とするとができる。さらに耐力パネ
ルの両側縁に補強鋼材を設けておくことにより耐力パネ
ルの建方により柱上部材を構成することができる。The present invention has the above-mentioned structure, and a shape steel is fixed to upper and lower edges of a load-bearing panel made of a plastic material in which reinforcing bars are buried. A beam-shaped member can be constructed by vertically connecting and using a slab, or by directly connecting and connecting shaped steel members to form a frame of a building. Further, by providing reinforcing steel materials on both side edges of the load-bearing panel, it is possible to configure a pillar-shaped member according to the construction of the load-bearing panel.
【0012】したがってこの構成によれば軸組を先に建
起する必要がなく、耐力パネルの建込みと軸組の建込み
が同時となり、施工能率が向上する。Therefore, according to this structure, it is not necessary to erect the frame first, and the installation of the load-bearing panel and the frame are performed at the same time, and the construction efficiency is improved.
【図1】この発明の建築構造の立面図である。FIG. 1 is an elevation view of a building structure of the present invention.
【図2】(a)(b)は耐力パネルの一部横断面図である。FIGS. 2A and 2B are partial cross-sectional views of a load-bearing panel.
【図3】要部の詳細を示したもので(a) は縦断面図、
(b) は一部断面で示した立面図である。FIG. 3 shows details of a main part, where (a) is a longitudinal sectional view,
(b) is an elevational view shown in partial cross section.
【図4】他の実施例の詳細を示したもので(a) は縦断面
図、(b) は一部断面で示した立面図である。4A and 4B show details of another embodiment, in which FIG. 4A is a longitudinal sectional view, and FIG. 4B is an elevation view showing a partial section.
【図5】他の実施例の詳細を示したもので(a) は縦断面
図、(b) は一部断面で示した立面図である。5A and 5B show details of another embodiment, in which FIG. 5A is a longitudinal sectional view, and FIG.
【図6】他の実施例の詳細を示したもので(a) は縦断面
図、(b) は一部断面で示した立面図である。FIGS. 6A and 6B show details of another embodiment, in which FIG. 6A is a longitudinal sectional view, and FIG.
【図7】他の実施例の詳細図を示したもので(a) は縦断
面図、(b) は一部断面で示した広面図である。7A and 7B show detailed views of another embodiment, in which FIG. 7A is a longitudinal sectional view, and FIG. 7B is a wide view showing a partial section.
A…耐力パネル、1…補強筋、2a,2b…アングル、
3…形鋼、4…添板、5a,5b…形鋼、6…H形鋼、
7a,7b…溝形鋼。A: load-bearing panel, 1 ... reinforcement, 2a, 2b ... angle,
3 ... shaped steel, 4 ... attached plate, 5a, 5b ... shaped steel, 6 ... H-shaped steel,
7a, 7b ... Channel steel.
Claims (4)
力パネルの上下端縁に形鋼を固着し、かつ両側縁に補強
鋼材を設け、左右耐力パネルの前記形鋼を突合せ、その
形鋼のウエブ間に跨がる添板を形鋼に固着して連結した
梁状部材を構成してなることを特徴とする建築構造。1. A shape steel is fixed to upper and lower edges of a vertical strength panel made of a plastic material in which a reinforcing bar is buried, and reinforcing steel materials are provided on both side edges. An architectural structure comprising a beam-like member in which a base plate straddling between steel webs is fixedly connected to a shape steel and connected.
力パネルの上下端縁にT形鋼を固着し、左右耐力パネル
および上下耐力パネルの前記T形鋼を突合せ、かつその
T形鋼のウエブ間に跨がる添板をT形鋼に固着して連結
した梁状部材を構成してなるこを特徴とする建築構造。2. A T-shaped steel is fixed to upper and lower edges of a vertical strength panel made of a plastic material in which reinforcing bars are embedded, and the T-shaped steels of the left and right strength panels and the vertical strength panel are abutted, and the T-shaped steel is joined. A building structure characterized by comprising a beam-like member in which a base plate extending between webs is fixedly connected to a T-section steel.
力パネルの端縁に溝形鋼を固着し、左右耐力パネルおよ
び上下耐力パネルの前記溝形鋼を突合せ、かつ左右溝形
鋼のウエブ間に跨がる添板を溝形鋼に固着し、上下溝形
鋼のフランジを固着して連結した梁状部材を構成してな
ることを特徴とする建築構造。3. A channel steel is fixed to an edge of a vertical bearing panel made of a plastic material in which a reinforcing bar is buried, and the channel steels of the left and right bearing panels and the vertical bearing panel are abutted. An architectural structure comprising a beam-shaped member in which a side plate extending between webs is fixed to a channel steel, and flanges of upper and lower channel steels are fixedly connected.
あることを特徴とする請求項1,2あるいは3記載の建
築構造。4. The building structure according to claim 1, wherein reinforcing steel members are provided on both side edges of the load-bearing panel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3865798A JPH11236743A (en) | 1998-02-20 | 1998-02-20 | Architectural structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3865798A JPH11236743A (en) | 1998-02-20 | 1998-02-20 | Architectural structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH11236743A true JPH11236743A (en) | 1999-08-31 |
Family
ID=12531343
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3865798A Pending JPH11236743A (en) | 1998-02-20 | 1998-02-20 | Architectural structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH11236743A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2011139401A3 (en) * | 2010-05-04 | 2012-01-26 | Plattforms, Inc. | Precast composite structural girder, floor system, and method for forming floor system |
| US8381485B2 (en) | 2010-05-04 | 2013-02-26 | Plattforms, Inc. | Precast composite structural floor system |
| US8453406B2 (en) | 2010-05-04 | 2013-06-04 | Plattforms, Inc. | Precast composite structural girder and floor system |
| US8499511B2 (en) | 2008-05-14 | 2013-08-06 | Plattforms Inc. | Precast composite structural floor system |
| US8745930B2 (en) | 2008-05-14 | 2014-06-10 | Plattforms, Inc | Precast composite structural floor system |
-
1998
- 1998-02-20 JP JP3865798A patent/JPH11236743A/en active Pending
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8499511B2 (en) | 2008-05-14 | 2013-08-06 | Plattforms Inc. | Precast composite structural floor system |
| US8745930B2 (en) | 2008-05-14 | 2014-06-10 | Plattforms, Inc | Precast composite structural floor system |
| WO2011139401A3 (en) * | 2010-05-04 | 2012-01-26 | Plattforms, Inc. | Precast composite structural girder, floor system, and method for forming floor system |
| WO2011139400A3 (en) * | 2010-05-04 | 2012-02-02 | Plattforms, Inc. | Precast composite structural floor panel, system, and method of forming the system |
| CN102933776A (en) * | 2010-05-04 | 2013-02-13 | 普拉特弗姆斯股份有限公司 | Precast composite structure crossbeam, floor system and method for forming the floor system |
| US8381485B2 (en) | 2010-05-04 | 2013-02-26 | Plattforms, Inc. | Precast composite structural floor system |
| US8453406B2 (en) | 2010-05-04 | 2013-06-04 | Plattforms, Inc. | Precast composite structural girder and floor system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A02 | Decision of refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A02 Effective date: 20010227 |