JPH04231533A - Finish backing of steel column and beam - Google Patents
Finish backing of steel column and beamInfo
- Publication number
- JPH04231533A JPH04231533A JP41542190A JP41542190A JPH04231533A JP H04231533 A JPH04231533 A JP H04231533A JP 41542190 A JP41542190 A JP 41542190A JP 41542190 A JP41542190 A JP 41542190A JP H04231533 A JPH04231533 A JP H04231533A
- Authority
- JP
- Japan
- Prior art keywords
- steel frame
- surface plate
- lightweight
- mortar
- air mortar
- 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 title claims abstract description 49
- 239000010959 steel Substances 0.000 title claims abstract description 49
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 23
- 239000000463 material Substances 0.000 claims abstract description 15
- 238000009415 formwork Methods 0.000 claims description 9
- 238000009833 condensation Methods 0.000 abstract description 3
- 230000005494 condensation Effects 0.000 abstract description 3
- 230000007797 corrosion Effects 0.000 abstract description 3
- 238000005260 corrosion Methods 0.000 abstract description 3
- 229920000877 Melamine resin Polymers 0.000 abstract description 2
- 239000004640 Melamine resin Substances 0.000 abstract description 2
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 8
- 239000002184 metal Substances 0.000 description 4
- 239000010425 asbestos Substances 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000011490 mineral wool Substances 0.000 description 2
- 229910052895 riebeckite Inorganic materials 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 1
- 239000003063 flame retardant Substances 0.000 description 1
- 230000005802 health problem Effects 0.000 description 1
- 229910052738 indium Inorganic materials 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Landscapes
- Rod-Shaped Construction Members (AREA)
- Building Environments (AREA)
Abstract
Description
【0001】0001
【産業上の利用分野】本発明は建築物、特に、表面が露
出する部分に好適な柱や梁における仕上下地の改良に関
する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to improvements in the finishing of buildings, particularly columns and beams suitable for exposed surfaces.
【0002】0002
【従来の技術】従来における建築物における柱や梁とし
ては、図4あるいは図5に示す如き構成のものであった
。図4において、AはH型鋼である鉄骨、Bは該鉄骨A
の表面に吹きつけ付着された耐火特性を有する石綿材あ
るいは岩綿材である被覆材である。なお、図5にあって
は、前記図4の鉄骨AがH型鋼であるのに対して鉄骨A
をコラム鋼とした以外は同じである。Cは前記被覆材B
の表面に固定された軽量鉄骨である下地組であり、この
下地組Cを利用してプラスタボード等の表面材Dが取付
けられている。2. Description of the Related Art Pillars and beams in conventional buildings have been constructed as shown in FIG. 4 or 5. In FIG. 4, A is a steel frame that is an H-type steel, and B is the steel frame A.
A coating made of asbestos or rock wool with fire-retardant properties that is sprayed onto the surface of the building. In addition, in Fig. 5, the steel frame A in Fig. 4 is an H-shaped steel, whereas the steel frame A is
It is the same except that column steel is used. C is the coating material B
The base assembly C is a lightweight steel frame fixed to the surface of the base assembly C, and the surface material D such as plasterboard is attached using this base assembly C.
【0003】0003
【発明が解決しようとする課題】ところで、前記した従
来のものにあっては、鉄骨Aに被覆材Bである有害物質
である石綿材あるいは岩綿材を吹きつける作業が必要で
あるために、作業員の健康上の問題が発生すると共に、
プラスタボード等の化粧板である表面材Dを取付けるた
めに下地組Cの取付作業を行わなければならないため、
作業工数が増えると共に下地組Cである軽量鉄骨も必要
となりコストが嵩み建築期間の長期化と建築費の増加が
問題となっていた。[Problems to be Solved by the Invention] However, in the conventional method described above, since it is necessary to spray the steel frame A with asbestos material or rock wool material, which is a harmful substance, which is the covering material B, In addition to causing health problems for workers,
In order to install the surface material D, which is a decorative board such as plasterboard, it is necessary to install the base assembly C.
As the number of work hours increased, a lightweight steel frame, which is the foundation assembly C, was also required, increasing costs, prolonging the construction period and increasing construction costs.
【0004】本発明は前記した問題点を解決せんとする
もので、その目的とするところは、型枠を表面板として
使用できると共に型枠として薄い材料のものを使用でき
コストの低下を図ることができ、また、断熱、耐火効果
に優れ、しかも、結露防止が行えるので、鉄骨の腐食を
防止でき、かつ、質量感の優れた鉄骨造の柱、梁仕上下
地を提供せんとするにある。The present invention is intended to solve the above-mentioned problems, and its purpose is to make it possible to use the formwork as a surface plate and to use a thin material as the formwork, thereby reducing costs. To provide a column and beam finishing ground for a steel frame structure which can prevent corrosion of the steel frame and has an excellent sense of mass because it has excellent heat insulation and fire resistance effects and can prevent dew condensation.
【0005】[0005]
【課題を解決するための手段】本発明の鉄骨造の柱、梁
仕上下地は前記した目的を達成せんとするものであり、
その手段は、柱、梁の骨材である鉄骨と、該鉄骨の周囲
を囲うように配置された軽量で強度が高く、かつ、軽量
エアーモルタルとの馴染が良い板材からなる型枠を兼ね
る表面板と、前記鉄骨と前記表面板との間に充填される
エアーモルタルとから構成したものである。[Means for Solving the Problems] The steel frame column and beam finishing ground of the present invention is intended to achieve the above-mentioned objects.
The method is to use a steel frame, which is the aggregate material for columns and beams, and a surface that also serves as a formwork, which is made of lightweight, strong, and plate materials that are placed around the steel frame and are compatible with lightweight air mortar. It is composed of a face plate and air mortar filled between the steel frame and the face plate.
【0006】[0006]
【作用】前記した如く構成した本発明の鉄骨造の柱、梁
仕上下地は、鉄骨の周囲を軽量で強度が高く、かつ、軽
量エアーモルタルとの馴染が良い板材からなる型枠を兼
ねる表面板で囲い、該表面板と前記鉄骨との間にエアー
モルタルを充填したものである。[Function] The column and beam finishing base of the steel frame structure of the present invention constructed as described above has a surface plate surrounding the steel frame that also serves as a formwork made of a lightweight, high-strength plate material that is compatible with lightweight air mortar. and air mortar is filled between the surface plate and the steel frame.
【0007】[0007]
【実施例】以下、本発明に係る鉄骨造の柱、梁仕上下地
の実施例を図面と共に説明するに、1はH型鋼等の鉄骨
、2は該鉄骨1の周囲を囲うようにコの字形をしたもの
を互いに向かい合わせて配置されたモルタルにメラミン
樹脂を混入した強度が高く、かつ、軽量エアーモルタル
との馴染が良い板材からなる型枠を兼ねる表面板、3は
前記鉄骨1と表面板2との間に充填された軽量エアーモ
ルタルである。なお、前記した実施例における表面板2
は、外形が四角形状のものであるが、この形状は丸形あ
るいは波形等いかなる形状のものであっても良いことは
勿論のことである。[Example] Hereinafter, examples of the finishing ground of steel frame columns and beams according to the present invention will be explained with reference to the drawings. 1 is a steel frame such as H-shaped steel, 2 is a U-shaped structure surrounding the steel frame 1. 3 is the steel frame 1 and the surface plate, which also serves as a formwork, and is made of mortar mixed with melamine resin and has high strength and is compatible with lightweight air mortar. It is a lightweight air mortar filled between 2 and 2. In addition, the surface plate 2 in the above-mentioned embodiment
Although the outer shape is square, it goes without saying that this shape may be any shape such as a round shape or a wavy shape.
【0008】次に、この鉄骨造の柱、梁仕上下地の構築
方法の一例を図2と共に説明する。先ず、鉄骨1の所望
位置にナット4aを溶接しこのナット4aにボルト4を
螺合する。そして、このボルト4の先端に表面板2の挿
通孔2aを挿通し、その後、取付孔5aを有する金属板
5をナット6を利用して固定する。次いで、この金属板
5の表面より、表面板2に予め打設されたコンクリート
ナット2bに対してネジ7を螺合して仮固定する。[0008] Next, an example of a method for constructing the finished ground of columns and beams of this steel frame structure will be explained with reference to FIG. First, a nut 4a is welded to a desired position on the steel frame 1, and a bolt 4 is screwed into the nut 4a. Then, the tip of this bolt 4 is inserted into the insertion hole 2a of the surface plate 2, and then the metal plate 5 having the mounting hole 5a is fixed using a nut 6. Next, from the surface of this metal plate 5, screws 7 are screwed into concrete nuts 2b previously driven into the surface plate 2 to temporarily fix the metal plate 5.
【0009】このように、鉄骨1の周囲を表面板2によ
って囲った後に、鉄骨1の上方開口部より軽量エアーモ
ルタル3を充填する。この時、軽量エアーモルタル3は
比重がコンクリートと比較して非常に小さいので、充填
した際に表面板2に対してそれほどの荷重が加わること
がないので、表面板2として強度を必要とせず、かつ、
仮固定も強度を必要としない。そして、軽量エアーモル
タル3の硬化を待ってネジ7とボルト4を外して金属板
5を外して孔2aとコンクリートナット2bを埋めるこ
とによって表面板2の表面はきれいになるものである。After the steel frame 1 is surrounded by the surface plate 2 in this manner, lightweight air mortar 3 is filled from the upper opening of the steel frame 1. At this time, the lightweight air mortar 3 has a very low specific gravity compared to concrete, so when it is filled, it does not apply much load to the surface plate 2, so the surface plate 2 does not require strength. and,
Temporary fixation also does not require strength. Then, after waiting for the lightweight air mortar 3 to harden, the screws 7 and bolts 4 are removed, the metal plate 5 is removed, and the holes 2a and concrete nuts 2b are filled, thereby making the surface of the surface plate 2 clean.
【0010】また、他の構築方法として図3と共に説明
する。この構築方法は、表面板2によって鉄骨1の周囲
を囲うように配置すると共に、この表面板2の外周の数
カ所をバンド8によって固定し、その後、前記したと同
様に、鉄骨1の上方開口部より軽量エアーモルタル3を
充填し、該軽量エアーモルタル3が硬化したら前記バン
ド8を外して終了するものである。この場合、軽量エア
ーモルタル3の比重が小さいことから、バンド8によっ
て表面板2を仮固定した状態であっても、軽量エアーモ
ルタル3の充填が可能となる。Another construction method will be explained with reference to FIG. This construction method involves arranging the surface plate 2 so as to surround the steel frame 1, fixing several places on the outer periphery of the surface plate 2 with bands 8, and then opening the upper opening of the steel frame 1 in the same manner as described above. A lighter air mortar 3 is filled, and once the lighter air mortar 3 has hardened, the band 8 is removed. In this case, since the specific gravity of the lightweight air mortar 3 is small, it is possible to fill the lightweight air mortar 3 even when the surface plate 2 is temporarily fixed by the band 8.
【0011】そして、この構築方法にあっては、表面板
2の表面に孔を開ける必要がないので、前記した構築方
法に比べ表面板2の後処理が不要となる点で有利である
。なお、前記した実施例にあっては、鉄骨としてH型鋼
を利用したものを示したが、コラム鋼等のパイプ状の鉄
骨であっても良いことは勿論のことである。[0011] This construction method is advantageous in that it does not require any post-treatment of the surface plate 2 compared to the construction method described above, since it is not necessary to make holes in the surface of the surface plate 2. In the above-mentioned embodiments, H-shaped steel was used as the steel frame, but it goes without saying that a pipe-shaped steel frame such as column steel may also be used.
【0012】0012
【発明の効果】本発明は前記したように、鉄骨の周囲を
軽量で強度が高く、かつ、軽量エアーモルタルとの馴染
が良い板材からなる型枠を兼ねる表面板で囲い、該表面
板と前記鉄骨との間にエアーモルタルを充填したもので
あるから、型枠を表面板として使用できると共に型枠と
して薄い材料のものを使用できコストの低下を図ること
ができ、また、断熱、耐火効果に優れ、しかも、結露防
止が行えるので、鉄骨の腐食を防止でき、かつ、質量感
が優れている等の効果を有するものである。Effects of the Invention As described above, the present invention surrounds a steel frame with a surface plate that also serves as a formwork and is made of a plate material that is lightweight, has high strength, and is compatible with lightweight air mortar. Since air mortar is filled between the steel frame and the frame, the formwork can be used as a surface plate, and thin material can be used as the formwork, reducing costs. Moreover, since it can prevent dew condensation, corrosion of the steel frame can be prevented, and the feeling of mass is excellent.
【図1】図1は本発明の鉄骨造の柱、梁の仕上下地の断
面図である。FIG. 1 is a sectional view of the finished ground of columns and beams of a steel frame structure according to the present invention.
【図2】図2は同上の構築方法を示す一部断面図である
。FIG. 2 is a partial cross-sectional view showing the construction method of the above.
【図3】図3は他の構築方法を示す一部断面図である。FIG. 3 is a partial cross-sectional view showing another construction method.
【図4】図4は従来例の鉄骨造の柱、梁の仕上下地の断
面図である。FIG. 4 is a sectional view of the finished ground of columns and beams of a conventional steel frame structure.
【図5】図5は従来例の鉄骨造の柱、梁の仕上下地の断
面図である。FIG. 5 is a sectional view of the finished ground of columns and beams of a conventional steel frame structure.
1 鉄骨 2 表面板 3 軽量エアーモルタル 1 Steel frame 2 Surface plate 3. Lightweight air mortar
Claims (1)
周囲を囲うように配置された軽量で強度が高く、かつ、
軽量エアーモルタルとの馴染が良い板材からなる型枠を
兼ねる表面板と、前記鉄骨と前記表面板との間に充填さ
れる軽量エアーエアーモルタルとから構成されたことを
特徴とする鉄骨造の柱、梁の仕上下地。Claim 1: A steel frame that is the aggregate of columns and beams, and a lightweight, high-strength steel frame arranged to surround the steel frame, and
A steel-framed column characterized in that it is composed of a surface plate that also serves as a formwork and is made of a plate material that is compatible with lightweight air mortar, and lightweight air-air mortar that is filled between the steel frame and the surface plate. , finishing ground of beams.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP41542190A JPH04231533A (en) | 1990-12-28 | 1990-12-28 | Finish backing of steel column and beam |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP41542190A JPH04231533A (en) | 1990-12-28 | 1990-12-28 | Finish backing of steel column and beam |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH04231533A true JPH04231533A (en) | 1992-08-20 |
Family
ID=18523782
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP41542190A Pending JPH04231533A (en) | 1990-12-28 | 1990-12-28 | Finish backing of steel column and beam |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH04231533A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH06248755A (en) * | 1993-02-26 | 1994-09-06 | Toshiro Suzuki | Steel framed concrete column and manufacture thereof |
JPH0718783A (en) * | 1993-06-28 | 1995-01-20 | Maeda Seikan Kk | Concrete member and its production |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4948218A (en) * | 1972-09-13 | 1974-05-10 | ||
JPS5441518A (en) * | 1977-09-09 | 1979-04-02 | Nippon Kokan Kk | Method of constructing reinforced concrete |
JPH02115435A (en) * | 1988-10-25 | 1990-04-27 | Mitsui Constr Co Ltd | Construction of fireproof sheath for steel pipe pillar |
-
1990
- 1990-12-28 JP JP41542190A patent/JPH04231533A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4948218A (en) * | 1972-09-13 | 1974-05-10 | ||
JPS5441518A (en) * | 1977-09-09 | 1979-04-02 | Nippon Kokan Kk | Method of constructing reinforced concrete |
JPH02115435A (en) * | 1988-10-25 | 1990-04-27 | Mitsui Constr Co Ltd | Construction of fireproof sheath for steel pipe pillar |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH06248755A (en) * | 1993-02-26 | 1994-09-06 | Toshiro Suzuki | Steel framed concrete column and manufacture thereof |
JPH0718783A (en) * | 1993-06-28 | 1995-01-20 | Maeda Seikan Kk | Concrete member and its production |
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