JP3167783B2 - Floor unit for steel building - Google Patents
Floor unit for steel buildingInfo
- Publication number
- JP3167783B2 JP3167783B2 JP10185392A JP10185392A JP3167783B2 JP 3167783 B2 JP3167783 B2 JP 3167783B2 JP 10185392 A JP10185392 A JP 10185392A JP 10185392 A JP10185392 A JP 10185392A JP 3167783 B2 JP3167783 B2 JP 3167783B2
- Authority
- JP
- Japan
- Prior art keywords
- floor
- steel
- core
- plate
- lower plate
- 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 - Lifetime
Links
Landscapes
- Panels For Use In Building Construction (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、鋼板と蜂の巣状の芯材
とを主材にした軽量で、しかも高強度の鉄骨建築物用床
ユニットに関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a lightweight and high-strength floor for a steel-framed building mainly comprising a steel plate and a honeycomb-shaped core.
It is about a unit .
【0002】[0002]
【従来の技術】従来の鉄骨建築物の床部は、大梁と称さ
れる鉄骨製の梁部材の間に小梁と称される別の鉄骨製の
梁部材を張り渡して、この小梁の上部にキーストーンプ
レートと称される波付鋼板を設置固定し、この波付鋼板
の上にコンクリ−トを打設してこのコンクリ−トを所定
期間養生して施工していた。なお、この波付鋼板は設置
したままにして、取り外さない。このような、現場にお
いてコンクリ−トを打設して施工する床部であると、コ
ンクリ−トの養生期間が必要となって、建築物施工のた
めの工期が長くなると共に、建築物自体の重量も増す。
また、上記したような床部であると、大梁の間に小梁を
設けて、床部の強度を保持する必要があった。更に、長
期間の使用によって、床部のひび割れなども発生する。2. Description of the Related Art In a floor of a conventional steel building, another steel beam member called a small beam is stretched between steel beam members called a large beam. A corrugated steel plate called a keystone plate is installed and fixed on the upper part, a concrete is cast on the corrugated steel plate, and the concrete is cured for a predetermined period of time. In addition, this corrugated steel sheet is left installed and not removed. In the case of such a floor where concrete is cast and constructed on the site, a curing period of the concrete is required, and the construction period for the construction is prolonged. Weight also increases.
Further, in the case of the floor as described above, it is necessary to provide small beams between the large beams to maintain the strength of the floor. Further, the floor may be cracked due to long-term use.
【0003】[0003]
【発明が解決しようとする課題】本発明は、現場におい
てコンクリ−トを打設して施工する従来の鉄骨建築物の
床部の概念を打破して、予め床材を工場において生産し
ておき、この床材を建築物の梁部に組付けて固定するこ
とにより、軽量化と量産化を可能にした鉄骨建築 物用床
ユニットの提供を課題としてなされたものである。SUMMARY OF THE INVENTION The present invention breaks down the conventional concept of the floor of a steel building constructed by casting concrete on site and constructing flooring in advance in a factory. This floor material is attached to the beam of the building and fixed, thereby enabling weight reduction and mass production of steel building floors.
The task was to provide units .
【0004】[0004]
【課題を解決するための手段】本発明に係る鉄骨建築物
用床ユニットは、方形鋼板から成る上板と同様の下板と
の間に、多数の帯状の鋼板を蜂の巣状に形成した芯材を
介装して、これらの三つの部材を一体に固着した多数の
床材を縦横に連結して、最外周の床材を梁部材に固定し
て成るものであって、中央部から外周部に向かって床材
の高さが順次高くなっていることを特徴としている。According to the present invention, there is provided a floor unit for a steel-framed building according to the present invention, wherein a core material in which a large number of strip-shaped steel plates are formed in a honeycomb shape between an upper plate made of a square steel plate and a lower plate similar thereto. A large number of these three members are fixed together
The floor material is connected vertically and horizontally, the outermost floor material is fixed to the beam member, and the height of the floor material is gradually increased from the center toward the outer periphery. I have.
【0005】以下、実施例を挙げて、本発明を更に詳細
に説明する。図1は、本発明に係る鉄骨建築物の床部の
平面図であって、鋼製支柱1の間にはH形鋼から成る梁
部材2(図9参照)が水平に張り渡されている。この梁
部材2の間に、本発明に係る多数の床材Fを縦横に連結
した床ユニットUが配置固定されている。この床材F
は、図2及び図3に示されるように、方形鋼板から成る
上板3と同じく下板4との間に芯材5を介装させて、こ
の三つの部材を溶接によって一体に固着した構造となっ
ている。Hereinafter, the present invention will be described in more detail with reference to examples. FIG. 1 is a plan view of a floor of a steel building according to the present invention, in which a beam member 2 (see FIG. 9) made of H-shaped steel is horizontally stretched between steel columns 1. . Between the beam members 2, a floor unit U in which a large number of floor materials F according to the present invention are connected vertically and horizontally is fixed. This flooring F
As shown in FIGS. 2 and 3, a core member 5 is interposed between an upper plate 3 made of a rectangular steel plate and a lower plate 4, and these three members are integrally fixed by welding. It has become.
【0006】帯状の鋼板を一定長さで同一方向に60°
だけ2回折り曲げられた後に、逆方向に同一角度だけ2
回折り曲げる操作を反復させて構成された多数の芯材単
体5a(図4参照)を形成し、多数の芯材単体5aを半
ピッチ(P/2)だけ交互に長さ方向にずらして、互いに対
向して密着し合う面どうしを密着させて、溶接により固
着させると、図5に示されるように、平面視において多
数の正六角形状の部分が相隣接して形成された蜂の巣状
の芯材5が形成される。本実施例の床材Fは、使用時に
おいて自身の相隣接する二つの辺を他の床材Fの各辺と
連結する構造であるために、芯材単体5aの両端部は、
直角に折り曲げられて連結片5bとなっている。[0006] A strip-shaped steel plate is fixed at a certain length and is rotated in the same direction by 60 °.
After being bent only two times, the same angle in the opposite direction
A number of core members 5a (see FIG. 4) are formed by repeating the bending operation, and the core members 5a are alternately shifted in the length direction by a half pitch (P / 2) alternately. When the opposing surfaces are brought into close contact with each other and fixed by welding, as shown in FIG. 5, a honeycomb-shaped core material in which a large number of regular hexagonal portions are formed adjacent to each other in plan view. 5 are formed. Since the floor material F of the present embodiment has a structure in which two adjacent sides of itself are connected to each side of the other floor material F during use, both ends of the core material unit 5a are:
The connecting piece 5b is bent at a right angle.
【0007】上記した構造の芯材5を上板3と下板4の
間に介装させて、三つの部材を一体にするには、以下の
ようにして行う。まず、図5に示されるように、上板3
に芯材5を載せ、この状態で多数箇所において両者を溶
接する。図2及び図3に示されるように、下板4には、
多数の溶接用固定孔6が設けられており、上板3が一体
に溶接された芯材5の上に下板4を載せ、前記溶接用固
定孔6を利用して、下板4と芯材5とを多数箇所におい
て溶接により固定すると、上板3と下板4との間に芯材
5が介装されて、三つの部材が一体に溶接された床材F
となる。下板4に設けられた前記溶接用固定孔6は、芯
材単体5aが位置する部分においてその厚さ方向と直交
する方向に長孔状となっている。このように溶接用固定
孔6を長孔状とすることにより、芯材単体5aに対して
下板4が多少位置ずれしても、溶接用固定孔6の部分に
芯材単体5aが位置するようにしてある。In order to integrate the core member 5 having the above-described structure between the upper plate 3 and the lower plate 4 to integrate the three members, the following is performed. First, as shown in FIG.
The core material 5 is placed on the core, and the two are welded at many positions in this state. As shown in FIGS. 2 and 3, the lower plate 4 includes
A number of welding fixing holes 6 are provided, and the lower plate 4 is placed on the core material 5 to which the upper plate 3 is integrally welded, and the lower plate 4 and the core are When the material 5 is fixed at a number of places by welding, the core material 5 is interposed between the upper plate 3 and the lower plate 4, and the floor member F in which the three members are integrally welded.
Becomes The fixing hole 6 for welding provided in the lower plate 4 has a long hole shape in a direction orthogonal to the thickness direction at a portion where the core material unit 5a is located. By making the welding fixing hole 6 into a long hole in this way, even if the lower plate 4 is slightly displaced with respect to the core material 5a, the core material 5a is positioned at the welding fixing hole 6 portion. It is like that.
【0008】図2及び図3に示されているように、下板
4は上板3よりもやや小さく形成されていて、上記した
ようにして上板3と下板4と芯材5とを一体にして床材
Fを形成すると、下板4の周縁は上板3の周縁よりも内
側に所定長だけ入り込んで、後述するようにして二つの
床材Fを連結すると、その連結部に孔部7(図8参照)
が形成される。この孔部7の存在によって、二つの床材
Fを連結可能にしてある。As shown in FIGS. 2 and 3, the lower plate 4 is formed to be slightly smaller than the upper plate 3, and the upper plate 3, the lower plate 4 and the core material 5 are connected as described above. When the floor material F is integrally formed, the peripheral edge of the lower plate 4 enters inside the peripheral edge of the upper plate 3 by a predetermined length, and when the two floor materials F are connected as described later, a hole is formed in the connection portion. Part 7 (see FIG. 8)
Is formed. The presence of the hole 7 allows the two floor materials F to be connected.
【0009】上記したように本発明に係る床材Fは、使
用時において自身の相隣接する二つの辺を他の床材Fの
各辺と連結する構造であって、図1及び図8に示される
ように、床材Fの長辺の連結は、連結すべき各床材Fの
端部の各芯材単体5aの互いに密着している多数の部分
をボルト8及びナット9で連結することにより行ってい
る。これに対して、床材Fの短辺の連結は、連結すべき
各床材Fの端部に位置している多数の芯材単体5aの連
結片5bどうしをボルト8及びナット9で連結すること
により行っている。更に、図9に示されるように、最外
周部に連結される床材Fにおける梁部材2に連結される
辺は、下板4が芯材5の部分まで達していると共に、上
板3は、芯材5から所定長だけ突出している。そして、
梁部材2に対する床材Fの固定は、図9に示されるよう
に、梁部材2に連結板11を溶接により固定し、芯材単
体5aを前記連結板11にボルト8及びナット9を介し
て固定することにより行う。As described above, the floor material F according to the present invention has a structure in which two adjacent sides thereof are connected to each side of the other floor material F during use. As shown in the figure, the long side of the floor material F is connected by connecting a large number of closely contacted portions of the respective core materials 5a at the ends of the floor materials F to be connected with the bolts 8 and the nuts 9. It is done by. On the other hand, the connection of the short side of the floor material F is performed by connecting the connection pieces 5b of the many core materials 5a located at the ends of the floor materials F to be connected with each other by the bolts 8 and the nuts 9. By doing that. Further, as shown in FIG. 9, the side connected to the beam member 2 of the floor member F connected to the outermost peripheral portion has the lower plate 4 reaching the core 5 and the upper plate 3 , Protrude from the core material 5 by a predetermined length. And
As shown in FIG. 9, the fixing of the floor member F to the beam member 2 is performed by fixing the connecting plate 11 to the beam member 2 by welding, and connecting the core material 5 a to the connecting plate 11 via the bolts 8 and the nuts 9. It is performed by fixing.
【0010】本発明に係る鉄骨建築物の床構造は、多数
の床材Fを縦横に連結して床ユニットUを形成して、床
ユニットUの最外周の床材Fを梁部材2に固定する構成
であるために、図1、図6及び図7に示されるように、
使用する多数の床材Fの高さを中央部から外周部に向か
って順次高くすると、床全体として軽量化と強度の増大
とが図られる。各床材Fの高さを変化させるには、芯材
5を構成している芯材単体5aの高さ(H)〔図4参
照〕を変化させればよい。なお、床材Fにおける鋼製支
柱1の部分に配置されるコーナー部は、これとの干渉を
避けるために方形状に切り欠かれている。In the floor structure of a steel building according to the present invention, a plurality of floor members F are connected vertically and horizontally to form a floor unit U, and the outermost floor member F of the floor unit U is fixed to the beam member 2. As shown in FIGS. 1, 6, and 7,
When the height of the floor materials F to be used is gradually increased from the central portion to the outer peripheral portion, the weight and strength of the entire floor can be reduced. In order to change the height of each floor material F, the height (H) (see FIG. 4) of the core material 5a constituting the core material 5 may be changed. In addition, the corner part arrange | positioned at the part of the steel support | pillar 1 in the floor material F is cut out in a square shape in order to avoid interference with this.
【0011】また、上記実施例の芯材5は、平面視にお
いて多数の正六角形状の部分が集合した蜂の巣状に形成
されたものであるが、蜂の巣状の形状を構成する個々の
形状は正六角形に限定されるものではなく、要するに床
材の軽量化と高強度化を図るために、蜂の巣状になって
おればよい。The core member 5 of the above embodiment is formed in a honeycomb shape in which a large number of regular hexagonal portions are gathered in a plan view, but the individual shapes constituting the honeycomb shape are regular hexagons. The floor material is not limited to a square shape. In short, in order to reduce the weight and strength of the floor material, the floor material may have a honeycomb shape.
【0012】[0012]
【発明の効果】本発明に係る鉄骨建築物用床ユニット
は、方形鋼板から成る上板と同様の下板との間に、多数
の帯状の鋼板を蜂の巣状に形成した芯材を介装して、こ
れらの三つの部材を一体に固着した多数の床材を縦横に
連結して、最外周の床材を梁部材に固定して成る床ユニ
ットであって、中央部から外周部に向かって床材の高さ
が順次高くなっているので、必要強度を維持したまま
で、床全体としての軽量化が図られる。 The floor unit for a steel building according to the present invention.
Between the upper plate made of square steel and the lower plate
With a core made of a honeycomb-shaped steel plate
A large number of floor materials with these three members fixed together
Floor unit that is connected and the outermost floor material is fixed to the beam members.
The height of the flooring from the center to the outer periphery
Is gradually increased, so the required strength is maintained
Thus, the weight of the entire floor can be reduced.
【図1】本発明に係る床ユニットUを梁部材2に固定し
た状態の平面図である。FIG. 1 is a plan view showing a state in which a floor unit U according to the present invention is fixed to a beam member 2. FIG.
【図2】本発明に係る床材Fのコーナー部の部分斜視図
である。FIG. 2 is a partial perspective view of a corner portion of the floor material F according to the present invention.
【図3】同じく部分底面図である。FIG. 3 is a partial bottom view of the same.
【図4】芯材5を構成する芯材単体5aの斜視図であ
る。FIG. 4 is a perspective view of a core material unit 5a constituting the core material 5;
【図5】上板3と芯材5とを溶接した製作途中の床材F
の部分斜視図である。FIG. 5 is a floor material F in the process of being manufactured by welding the upper plate 3 and the core material 5
FIG.
【図6】図1のX−X線断面図である。FIG. 6 is a sectional view taken along line XX of FIG. 1;
【図7】図1のY−Y線断面図である。FIG. 7 is a sectional view taken along line YY of FIG. 1;
【図8】図1のCで示される部分の拡大平面断面図であ
る。FIG. 8 is an enlarged plan sectional view of a portion indicated by C in FIG. 1;
【図9】梁部材2に対する床ユニットUの固定部の拡大
断面図である。FIG. 9 is an enlarged sectional view of a fixing portion of the floor unit U to the beam member 2.
F:床材 U:床ユニット 3:上板 4:下板 5:芯材 5a:芯材単体 F: Floor material U: Floor unit 3: Upper plate 4: Lower plate 5: Core material 5a: Core material alone
───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 昭62−29648(JP,A) 特開 昭58−189439(JP,A) 特開 昭58−26149(JP,A) 特開 昭63−107638(JP,A) 特開 平1−178642(JP,A) 実開 昭62−67015(JP,U) 特公 昭42−13356(JP,B1) (58)調査した分野(Int.Cl.7,DB名) E04B 5/02 E04C 2/36 ──────────────────────────────────────────────────続 き Continuation of the front page (56) References JP-A-62-29648 (JP, A) JP-A-58-189439 (JP, A) JP-A-58-26149 (JP, A) JP-A 63-29649 107638 (JP, A) JP-A-1-178642 (JP, A) JP-A-62-167015 (JP, U) JP-B-42-13356 (JP, B1) (58) Fields investigated (Int. 7 , DB name) E04B 5/02 E04C 2/36
Claims (1)
間に、多数の帯状の鋼板を蜂の巣状に形成した芯材を介
装して、これらの三つの部材を一体に固着した多数の床
材を縦横に連結して、最外周の床材を梁部材に固定して
成る床ユニットであって、中央部から外周部に向かって
床材の高さが順次高くなっていることを特徴とする鉄骨
建築物用床ユニット。1. A three-piece steel plate having a plurality of strip-shaped steel plates interposed between a top plate made of a square steel plate and a lower plate similar thereto, and these three members are integrally fixed. Multiple floors
A floor unit in which materials are connected vertically and horizontally, and the outermost floor material is fixed to a beam member, wherein the height of the floor material is gradually increased from the center toward the outer periphery. Floor unit for steel building.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10185392A JP3167783B2 (en) | 1992-03-27 | 1992-03-27 | Floor unit for steel building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10185392A JP3167783B2 (en) | 1992-03-27 | 1992-03-27 | Floor unit for steel building |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH05280131A JPH05280131A (en) | 1993-10-26 |
JP3167783B2 true JP3167783B2 (en) | 2001-05-21 |
Family
ID=14311600
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP10185392A Expired - Lifetime JP3167783B2 (en) | 1992-03-27 | 1992-03-27 | Floor unit for steel building |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3167783B2 (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101288957B1 (en) * | 2011-07-05 | 2013-07-22 | 재단법인 포항산업과학연구원 | Slab unit and stress distribution matching type slab using the same |
CN110005127A (en) * | 2019-04-03 | 2019-07-12 | 李诗宜 | A kind of composite construction wallboard and its manufacturing method |
CN113235817A (en) * | 2021-06-04 | 2021-08-10 | 成都蜂装钢构集团有限公司 | Assembled steel construction wall body component |
-
1992
- 1992-03-27 JP JP10185392A patent/JP3167783B2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH05280131A (en) | 1993-10-26 |
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