JP2731995B2 - Lightweight floor structure - Google Patents
Lightweight floor structureInfo
- Publication number
- JP2731995B2 JP2731995B2 JP4084897A JP8489792A JP2731995B2 JP 2731995 B2 JP2731995 B2 JP 2731995B2 JP 4084897 A JP4084897 A JP 4084897A JP 8489792 A JP8489792 A JP 8489792A JP 2731995 B2 JP2731995 B2 JP 2731995B2
- Authority
- JP
- Japan
- Prior art keywords
- floor
- box
- horizontal connecting
- shaped
- hard
- 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 - Fee Related
Links
Landscapes
- Building Environments (AREA)
Description
【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION
【0001】[0001]
【産業上の利用分野】本発明は、コンクリート・鉄骨を
使った建築物、又は仮設足場等の軽量化された床・天井
の構造とその為の桁材に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a lightweight floor / ceiling structure such as a building or a temporary scaffold made of concrete or steel, and a girder material therefor.
【0002】[0002]
【従来の技術】従来、コンクリート建造物における床・
天井部は、建造物躯体外壁又は仕切壁と連続して配筋さ
れ、型枠を作り、コンクリートを流し込んで一体成型し
て造られるものである。又、鉄骨建築物は、柱・梁・横
梁を設けた後に小梁・桁材を配設し、これに補強材を取
付けて床下地板材・天井下地材・ボード材を張り込んで
構築するものである。2. Description of the Related Art Conventionally, floors in concrete buildings
The ceiling part is arranged continuously with the outer wall or partition wall of the building frame, forms a formwork, is poured concrete, and is integrally molded. In addition, steel frames are constructed by installing pillars, beams, and cross beams, then arranging small beams and girder materials, attaching reinforcing materials to them, and attaching floor base plate materials, ceiling base materials, and board materials. It is.
【0003】[0003]
【発明が解決しようとする課題】従来のコンクリート床
・天井構造物では、熟練を要する配筋・コンクリート型
枠を使用する為、工期と工数が長く大きいものであっ
た。又建築後に増床することは一体成型するものである
ため、増床は難しいものであった。増床するにしても配
筋・型枠作業があるため長日数、生活・活動に支障を与
えるものである。更に工事が長日数・工数かかるので工
事費も嵩むものとなっていた。コンクリートは断熱・防
湿・防音において未だ不充分であり、重量ある床のため
地震に対する揺れも大きいという問題点がある。The conventional concrete floor / ceiling structure requires a long work period and man-hour because of the use of reinforcing and concrete formwork requiring skill. In addition, increasing the floor space after construction is a matter of integral molding, so it was difficult to increase the floor space. Even if the number of floors is increased, bar arrangement and formwork work may hinder long-term lives and activities. Furthermore, the construction cost is increased because the construction takes a long time and man-hours. Concrete is still inadequate in heat insulation, moisture proofing and soundproofing, and has a problem that the floor is heavy and shakes greatly due to an earthquake.
【0004】一方、鉄骨建築物では、梁・桁材の通し方
が複雑であり、床・天井部の構築は複雑で熟練と日数が
必要であった。又完成後のものは断熱・防湿・防音の点
で不充分であった。On the other hand, in a steel building, the way of passing beams and girders is complicated, and the construction of floors and ceilings is complicated and requires skill and days. The finished product was insufficient in heat insulation, moisture proof and sound proof.
【0005】本発明が解決しようとする課題は、従来の
コンクリート建造物・鉄骨建造物のもつこれらの問題点
を解消し、熟練を要せずに簡単にして且つ工期を大巾に
短縮して施工できるものとし、しかも軽量で断熱・防湿
・防音・防振性に優れ、増築にも容易に対応できるとい
う新しい構想の軽量床構造を提供することにある。[0005] The problem to be solved by the present invention is to solve these problems of the conventional concrete and steel structures, to simplify the work without skill, and to greatly shorten the construction period. It is an object of the present invention to provide a lightweight floor structure of a new concept that can be constructed, is lightweight, has excellent heat insulation, moisture proof, sound proof, and vibration proof properties, and can be easily adapted to an extension.
【0006】[0006]
【課題を解決するための手段】かかる課題を解決した本
発明の要旨は、 1) 建造物の躯体壁又は躯体壁間に架設した横梁部材
に長尺の横連結部材を対向させて設け、同横連結部材間
に断面ロ字形状の金属製枠体内に硬質発泡樹脂を充填し
た箱型の桁材を所要間隔離して懸架し、同箱型の桁材の
上面に床下地材を下面には耐火ボードを全面的に取付
け、床下地材と耐火ボードと横連結部材と躯体壁又は横
梁部材とで囲まれる密閉された空間に硬質発泡樹脂を充
填させたことを特徴とする軽量床構造 2) 断面ロ字形状の金属製枠体内部に硬質発泡樹脂を
充填し、又枠体側壁に縦の細長いリブを多数形成し、枠
体の両端開放口にコ字状の蓋部材を挿入し、枠体・硬質
発泡樹脂及び蓋部材に連通したボルト貫通孔を設けた箱
型の桁材にある。The gist of the present invention which has solved the above problems is as follows: 1) A skeleton wall of a building or a cross beam member erected between skeleton walls.
Are provided with long horizontal connecting members facing each other, and between the horizontal connecting members.
Filled with a rigid foam resin inside a metal frame with a square cross section
Of the box-shaped girder is separated by the required length and suspended.
Floor base material on top and fireproof board on bottom
Flooring, fireproof board, horizontal connecting member, skeleton wall or side
A lightweight floor structure characterized by filling a closed space surrounded by a beam member with a hard foamed resin. 2) A hard foamed resin is placed inside a metal frame having a rectangular cross section.
Filling and forming a number of long and narrow ribs on the side wall of the frame
Insert a U-shaped lid member into the opening at both ends of the body,
Box with bolt through holes communicating with foam resin and lid member
In the girder of the mold .
【0007】[0007]
【作用】この発明では、建築物の躯体壁又は躯体壁間に
架設した横梁部材で囲まれる開口部に、桁材を介して上
方に床下地材を又下方に耐火ボードを全面的に張りわた
す。桁材が床下地材,耐火ボードを支持するとともに強
度補強する。次に床下地材と耐火ボードと躯体壁又は横
梁部材とで囲まれる密閉空間に硬質発泡樹脂を充填し、
床下地材と耐火ボードと躯体壁又は横梁部材側の外周と
を一体的に接合し、床を構築する。本発明では、桁材を
躯体壁又は横梁部材に対向して設けた横連結部材を介し
て所要間隔離して懸架させる場合もある。この場合は桁
材の取付けが効率的に容易に行える。このように、本発
明では、桁材・床下地材・耐火ボードの取付けに、ボル
ト連結・ビス打ち込み等の軽い作業で済み、配筋・型枠
作業が不要であるので迅速に作業が行なえる。しかも床
下地材と耐火ボードの間の空間を硬質発泡樹脂で充填す
ることで横からの荷重に対して充分な強度を得、又荷重
支持力も大巾に向上させることができるものとなった。
加えて、充填された発泡樹脂が断熱性、防音・防湿能力
を高めこれらの点で優れたものとしている。桁材を断面
ロ字形状の金属製枠体内に硬質発泡樹脂を充填した箱型
の桁材を使用すれば、軽量で高強度の桁材とすることが
でき、しかも断熱性・防音・防湿能力を更に高める。SUMMARY OF] In this invention, the opening surrounded by the cross beam member that is bridged skeleton wall or precursor walls of buildings, fully resistant Hibo over de or downwardly underfloor member upwardly through the spar Overhang. Stringer is underfloor member, intensity reinforcing to support the resistance Hibo over de. Then the hard foam resin was packed in a closed space surrounded by the underfloor member and the anti Hibo over de and the frame wall or the cross beam member,
And the outer periphery of the underfloor member and the anti Hibo over de and the frame wall or lateral beam member side integrally joined to construct the floor. In the present invention, the girder material
Via a horizontal connecting member provided opposite to the skeleton wall or cross beam member
In some cases, they may be suspended for a required time. Digits in this case
The material can be mounted efficiently and easily. Thus, in the present invention, the mounting of the spar-underfloor member-resisting Hibo over de, requires only bolted bis driving light work of such work quickly because reinforcement-formwork work is required Can be done. Moreover, by filling the space between the floor base material and the fire-resistant board with a hard foamed resin, sufficient strength against a lateral load can be obtained, and the load supporting force can be greatly improved.
In addition, the filled foamed resin enhances the heat insulating property, the soundproofing and the moistureproofing ability, and is excellent in these respects. By using a box-shaped girder filled with a rigid foam resin in a metal frame with a square cross section, the girder can be made a lightweight and high-strength girder, and also has heat insulation, soundproofing and moisture-proofing ability. Further enhance.
【0008】本発明の箱型の桁材の側壁に細長のリブを
多数設ければ箱体の強度(垂直荷重・横荷重・捩れに対
する強度)を更に高めることができる。By providing a large number of elongated ribs on the side wall of the box-shaped girder of the present invention, the strength of the box body (strength against vertical load, lateral load and torsion) can be further increased.
【0009】[0009]
【実施例】以下、本発明の実施例を図面に基いて説明す
る。図中、1は本発明の実施例の切欠斜視図、図2は実
施例の断面図、図3は実施例に使用した箱型の桁材5の
分解斜視図、図4は小型コンクリート構造物における2
階の床構造の箱型の桁材5の配設状態を示す平面図であ
る。Embodiments of the present invention will be described below with reference to the drawings. 1 is a cutaway perspective view of an embodiment of the present invention, FIG. 2 is a sectional view of the embodiment, FIG. 3 is an exploded perspective view of a box-shaped girder 5 used in the embodiment, and FIG. 4 is a small concrete structure. 2 in
It is a top view which shows the arrangement | positioning state of the box-shaped girder member 5 of the floor structure of a floor.
【0010】本実施例で使用する箱型の桁材5の寸法は
厚み0.8ミリのアルミメッキ鉄板を使い、巾40ミ
リ、高さ200ミリ、長さ3600ミリ〜4500ミリ
で、10ミリ巾で深さ3ミリの細長のリブ9を多数側壁
に設けている。又、箱型の桁材5の両端は開放され、コ
字状の蓋部材10が開放口から挿入される。蓋部材10
のコ字状の中間の上下にパイプ14が取り付けられ、箱
型の桁材5のボルト挿入孔16が上記パイプ14と連通
するようになっていて、蓋部材10を箱型の桁材5の両
端開放口に挿入し、後述の取付金物11のボルト挿入孔
15からボルト12を挿入して取付金物11を介して箱
型の桁材5を横連結部材3に固定している。この箱型の
桁材5の内部には硬質発泡樹脂4(発泡ウレタン樹脂又
は発泡フェノール樹脂等)が工場または現場において充
填される。The dimensions of the box-shaped girder member 5 used in this embodiment are an aluminum-plated iron plate having a thickness of 0.8 mm, a width of 40 mm, a height of 200 mm, a length of 3600-4500 mm, and a length of 10 mm. A large number of elongated ribs 9 having a width of 3 mm and a depth of 3 mm are provided on the side wall. Both ends of the box-shaped beam 5 are opened, and a U-shaped lid member 10 is inserted through the opening. Lid member 10
Pipes 14 are attached to the upper and lower portions of the middle of the U-shape, and the bolt insertion holes 16 of the box-shaped beam 5 communicate with the pipe 14. The box-shaped beam 5 is fixed to the horizontal connecting member 3 through the fittings 11 by inserting the bolts 12 through the bolt insertion holes 15 of the fittings 11 described later. The inside of the box-shaped beam member 5 is filled with a hard foamed resin 4 (eg, a urethane foam resin or a foamed phenol resin) in a factory or on site.
【0011】本実施例では建造物のコンクリートの躯体
壁の所要の床設置位置に、C型チャンネル材の横連結部
材3をアンカーボルト等で固定する。この横連結部材3
に図3で示す取付金物11を450ミリ程の間隔におい
て溶接等の手段で取付ける。次に上記した箱型の桁材5
を対向する取付金物11間に懸架する。その後、ボルト
12を取付金物11のボルト挿入孔15、蓋部材10の
パイプ14を貫通するように挿入し、反対側でナット1
3を締めあげて固定する。In this embodiment, a concrete frame of a building is used.
The horizontal connection member 3 of the C-shaped channel material is fixed to a required floor installation position of the wall with an anchor bolt or the like. This horizontal connecting member 3
Then, the mounting hardware 11 shown in FIG. 3 is mounted at intervals of about 450 mm by means such as welding. Next, the box-shaped girder member 5 described above.
Is suspended between the opposed mounting hardware 11. Thereafter, the bolt 12 is inserted so as to penetrate the bolt insertion hole 15 of the mounting hardware 11 and the pipe 14 of the lid member 10, and the nut 1 is inserted on the opposite side.
Tighten 3 and fix.
【0012】箱型の桁材5を横連結部材3に固定した
後、床下地材6として厚み50ミリの床発泡軽量コンク
リート版を箱型の桁材5上面に固定する。又、箱型の桁
材5の下面には21ミリの耐火ボード7を張り付ける。
その後硬質発泡樹脂8を注入し、この空間に充填して完
成する。硬質発泡樹脂8は、床発泡軽量コンクリート版
の床下地材6、耐火ボード7、箱型の桁材5、横連結部
材3等を一体化するとともに、強度補強材、断熱材、防
湿材、防音材として作用する。尚、箱型の桁材5の配列
間隔は床荷重に応じて決定される。又箱型の桁材5を複
数本連接して配置してもよい。After fixing the box-shaped girder member 5 to the horizontal connecting member 3, a 50 mm-thick floor foamed lightweight concrete slab as the floor base member 6 is fixed on the upper surface of the box-shaped girder member 5. Also, a 21 mm fireproof board 7 is attached to the lower surface of the box-shaped girder member 5.
Thereafter, a hard foamed resin 8 is injected and filled into this space to complete the process. The hard foam resin 8 integrates the floor base material 6 of the floor foam lightweight concrete slab, the fireproof board 7, the box-shaped girder member 5, the horizontal connecting member 3 and the like, as well as the strength reinforcing material, heat insulating material, moisture proof material, soundproofing. Acts as a material. The arrangement interval of the box-shaped beam members 5 is determined according to the floor load. Also, a plurality of box-shaped beam members 5 may be connected and arranged.
【0013】本発明のコンクリート建造物における具体
的な配置例を図4に示している。本実施例では建造物の
外壁コンクリート躯体が完成すれば速やかに、床・天井
を構築出来、コンクリート建造の工程を大幅に変え、工
期の短縮に大幅に益するものとなっている。FIG. 4 shows a concrete arrangement example in the concrete building of the present invention. In this embodiment, the floor and ceiling can be constructed immediately upon completion of the concrete building of the outer wall of the building, which significantly changes the concrete construction process and greatly shortens the construction period.
【0014】[0014]
【発明の効果】以上のように、本発明によれば箱型の桁
材を横連結部材に取付け、箱型の桁材の耐火ボード、床
下地材を取付け、硬質発泡樹脂を充填するだけの作業で
よいので、従来の配筋・型枠コンクリート注入に比べて
大幅に工事日数・作業工数を減じ、短時間・廉価に構造
物を構築出来る。しかも熟練工でなくとも容易に施工で
きるものである。又、充填された発泡樹脂が断熱・防湿
・防音・防振を良好なものとするとともに、従来のコン
クリート床の約1/6程度の重量で済み、軽量で強度の
あるものとすることができる。床の重量を大巾に減すこ
とができるので、建造物躯体壁そのものの厚み・重量・
その他の強度的負担も減らすことができる。As described above, according to the present invention, the box-shaped girder is attached to the horizontal connecting member, the box-shaped girder fireproof board and the floor base material are attached, and only the hard foam resin is filled. Since work is sufficient, the number of construction days and man-hours can be greatly reduced as compared with the conventional reinforcement and formwork concrete injection, and a structure can be constructed in a short time and at low cost. Moreover, it can be easily constructed even by a skilled worker. In addition, the filled foamed resin provides good heat insulation, moisture proofing, sound proofing, and vibration proofing, weighs only about 1/6 of a conventional concrete floor, and can be made lightweight and strong. . Because the floor weight can be greatly reduced, the thickness, weight,
Other strength burdens can also be reduced.
【図1】図1は本発明の実施例の切欠斜視図である。FIG. 1 is a cutaway perspective view of an embodiment of the present invention.
【図2】実施例の床構造の断面図である。FIG. 2 is a cross-sectional view of the floor structure of the embodiment.
【図3】実施例の箱型の桁材の取り付け構造を示す分解
斜視図である。FIG. 3 is an exploded perspective view showing a mounting structure of the box-shaped girder member of the embodiment.
【図4】箱型の桁材の平面配置状態を示す平面図であ
る。FIG. 4 is a plan view showing a planar arrangement of box-shaped beam members.
1 躯体壁 2 横梁部材 3 横連結部材 4 硬質発泡樹脂 5 箱型の桁材 6 床下地材 7 耐火ボード 8 硬質発泡樹脂 9 リブ 10 蓋部材 11 取付金具 12 ボルト 13 ナット 14 パイプ 15 ボルト挿入孔 16 ボルト挿入孔 DESCRIPTION OF SYMBOLS 1 Frame wall 2 Cross beam member 3 Horizontal connection member 4 Hard foamed resin 5 Box type girder 6 Floor base material 7 Fireproof board 8 Hard foamed resin 9 Rib 10 Cover member 11 Mounting bracket 12 Bolt 13 Nut 14 Pipe 15 Bolt insertion hole 16 Bolt insertion hole
Claims (2)
横梁部材に長尺の横連結部材を対向させて設け、同横連
結部材間に断面ロ字形状の金属製枠体内に硬質発泡樹脂
を充填した箱型の桁材を所要間隔離して懸架し、同箱型
の桁材の上面に床下地材を下面には耐火ボードを全面的
に取付け、床下地材と耐火ボードと横連結部材と躯体壁
又は横梁部材とで囲まれる密閉された空間に硬質発泡樹
脂を充填させたことを特徴とする軽量床構造。A long horizontal connecting member is provided to face a skeleton wall of a building or a cross beam member erected between the skeleton walls, and the horizontal connecting member is provided.
Hard foam resin in a metal frame with a square cross section between the binding members
A box-shaped girder material filled with
Floor base material on the upper surface of the girder material and fireproof board on the lower surface
Mounted on the floor, floor base material, fire-resistant board, horizontal connecting members and skeleton wall
Alternatively , a lightweight floor structure characterized by filling a closed space surrounded by a cross beam member with a hard foamed resin.
泡樹脂を充填し、又枠体側壁に縦の細長いリブを多数形
成し、枠体の両端開放口にコ字状の蓋部材を挿入し、枠
体・硬質発泡樹脂及び蓋部材に連通したボルト貫通孔を
設けた箱型の桁材。 2. A hard metal frame inside a metal frame having a rectangular cross section.
Filled with foam resin, and many long and narrow ribs on the side wall of the frame
And insert a U-shaped lid member into both open ends of the frame,
Bolt through hole communicating with body, rigid foam resin and lid member
Box type girder material provided.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4084897A JP2731995B2 (en) | 1992-03-06 | 1992-03-06 | Lightweight floor structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4084897A JP2731995B2 (en) | 1992-03-06 | 1992-03-06 | Lightweight floor structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH05248021A JPH05248021A (en) | 1993-09-24 |
| JP2731995B2 true JP2731995B2 (en) | 1998-03-25 |
Family
ID=13843535
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4084897A Expired - Fee Related JP2731995B2 (en) | 1992-03-06 | 1992-03-06 | Lightweight floor structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2731995B2 (en) |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5947017U (en) * | 1982-09-20 | 1984-03-28 | ナショナル住宅産業株式会社 | floor panels |
| JPS60129347A (en) * | 1983-12-15 | 1985-07-10 | 株式会社構建設計研究所 | Structural composite panel |
-
1992
- 1992-03-06 JP JP4084897A patent/JP2731995B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH05248021A (en) | 1993-09-24 |
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