JPH09177218A - Method for lightweight construction of steel plate building floor and floor itself - Google Patents
Method for lightweight construction of steel plate building floor and floor itselfInfo
- Publication number
- JPH09177218A JPH09177218A JP35470895A JP35470895A JPH09177218A JP H09177218 A JPH09177218 A JP H09177218A JP 35470895 A JP35470895 A JP 35470895A JP 35470895 A JP35470895 A JP 35470895A JP H09177218 A JPH09177218 A JP H09177218A
- Authority
- JP
- Japan
- Prior art keywords
- floor
- steel plates
- welding
- steel
- concrete
- 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.)
- Granted
Links
Landscapes
- Floor Finish (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】建物の各階の床を造る際、当
工法による施工で、建物全体の重量を軽くし、基礎や躯
体の軽量化を計る。BACKGROUND OF THE INVENTION When a floor of each floor of a building is to be constructed, the weight of the entire building is reduced by the construction by this method, and the weight of the foundation and the skeleton is reduced.
【0002】[0002]
【従来の技術】従来は、波型鋼板デッキプレート等の上
に、床にねばりを持たせる為に、鉄筋をメッシュ状に敷
き、コンクリートを50〜100mm程度敷きつめる工
法を取っていた。(図−1)を参照2. Description of the Related Art Conventionally, in order to make a floor sticky, corrugated steel plate deck plates and the like have been constructed by laying reinforcing bars in a mesh shape and laying concrete for about 50 to 100 mm. See (Fig. 1)
【0003】[0003]
【発明が解決しようとする課題】これには次のような欠
点があった。 (イ)建物各階層が重く、その為に建物の基礎や躯体
を、それなりの強度にする必要があった。 (ロ)コンクリートの床の場合、ひびが入りやすかっ
た。 雨天時では、コンクリート打設が出来ないとか、外気温
に左右される等、気象条件を配慮する必要があった。However, this has the following drawbacks. (B) Each floor of the building is heavy, and for that reason, it was necessary to make the foundation and the skeleton of the building a certain strength. (B) In the case of concrete floor, it was easy to crack. In rainy weather, it was necessary to consider the climatic conditions such as the inability to place concrete and the influence of the outside temperature.
【0004】[0004]
(イ)建物の梁(1)の上に鋼板(2)を敷きつめ、そ
れぞれを溶接固定(3)(4)する。その継ぎ目及び表
面に、コンクリート系接着剤(5)を3〜4mm程度塗
布する。 (ロ)塗布厚が薄いので、軽量化を計ることが出来、在
来工法による床構築に際し、1m2単位の床重量は、約
1/4とすることが出来る。 (ハ)床造成後におけるひび割れ発生がなく、在来コン
クリート工法と同一感触に仕上げることが出来る。 (ニ)在来コンクリート床と同程度の強度が確保出来
る。(A) A steel plate (2) is laid on the beam (1) of the building, and each is welded and fixed (3) (4). A concrete adhesive (5) is applied to the seam and the surface of the joint 3 to 4 mm. (B) Since the coating thickness is thin, the weight can be reduced, and the floor weight of 1 m 2 unit can be reduced to about 1/4 when the floor is constructed by the conventional construction method. (C) There is no cracking after floor construction, and it can be finished with the same feel as the conventional concrete construction method. (D) The same strength as a conventional concrete floor can be secured.
【0005】[0005]
【発明の実施の形態】鋼板(2)の上に、コンクリート
系接着剤(5)を塗布し、樹脂系塗料(6)を塗ること
により、従来床構築における重量にくらべ1/4です
む。BEST MODE FOR CARRYING OUT THE INVENTION By applying a concrete adhesive (5) and a resin paint (6) on a steel plate (2), the weight can be reduced to 1/4 as compared with the conventional floor construction.
【0006】[0006]
【実施例】鉄筋コンクリート造の梁、又は鉄骨造りにお
ける梁の上に鋼板を敷き、梁の上端面にそれぞれを溶接
固定する。鋼板の継ぎ目及び表面に、コンクリート系の
接着剤を3〜4mm程度塗布することにより、鋼板の継
ぎ目に発生する凸凹をなくす様に均一に塗り上げる。そ
の上に、用途に応じて、樹脂系の硬質塗料・軟質塗料及
び塩ビ材による床材や、一般的な床材で仕上げる。EXAMPLE A steel plate is laid on a beam made of reinforced concrete or a beam made of steel frame, and each is welded and fixed to the upper end surface of the beam. A concrete adhesive is applied to the seams and surfaces of the steel plates to a thickness of about 3 to 4 mm to evenly coat the seams of the steel plates so as to eliminate the irregularities generated at the seams. In addition, depending on the application, finish with resin-based hard paints / soft paints and PVC flooring, or general flooring.
【0007】[0007]
【発明の効果】鋼板と梁部をそれぞれ溶接することで、
床の強度を持たせ、コンクリート系の接着剤で表面を均
一に塗布することで、床鉄筋内蔵のコンクリート床仕上
げと同程度の強度及び感触を得ることが出来ると共に、
床の重量を大幅に軽減することが出来た。在来床の重量
に対し約1/4程度と軽くなることで、建物躯体フレー
ムを細く軽量化することが出来ると共に、躯体総重量が
軽量化されることにより、基礎においても、従来におい
て必要とされる断面積に対し約半分程度になる。その結
果、建築コストは20〜30%程度削減可能となった。
尚、従来のコンクリート床工事より、気象条件に左右さ
れることがなく仕上げることが出来ると共に、コンクリ
ートが固形時に生成する膨張・収縮等によるひび割れが
発生しやすい等の弱点を補い、尚かつ、コンクリート床
の感触を失わず、すべてにおいて省力化を達成したもの
である。EFFECT OF THE INVENTION By welding the steel plate and the beam portion respectively,
By giving the floor strength and evenly applying the surface with a concrete adhesive, it is possible to obtain the same strength and feel as the concrete floor finish with built-in floor reinforcement,
The weight of the floor could be reduced significantly. By reducing the weight of the conventional floor by about 1/4, the building frame can be made thinner and lighter, and the total weight of the structure is also lighter, which is necessary for the foundation as well as in the past. It is about half of the cross-sectional area. As a result, the construction cost can be reduced by about 20 to 30%.
It should be noted that, compared to conventional concrete floor construction, it can be finished without being affected by weather conditions, and it also compensates for weaknesses such as cracks due to expansion and contraction that occur when concrete is solid, and yet concrete It has achieved labor saving in all without losing the feel of the floor.
【図1】従来のコンクリート床の場合の断面図[Figure 1] Cross-sectional view of a conventional concrete floor
【図2】本特許申請の断面図[Figure 2] Cross-sectional view of this patent application
【図3】図2の立体図FIG. 3 is a three-dimensional view of FIG.
(1)建物の梁 (2)鋼鉄製鋼板 厚さ2.3mm以上 (3)梁と床材を溶接 (4)床板どうしの溶接 (5)コンクリート系接着剤 厚さ3〜4mm程度 (6)樹脂系塗料又はシート、及び各種市販床材 (1) Building beams (2) Steel plate thickness 2.3 mm or more (3) Welding beams and floor materials (4) Welding floor plates to each other (5) Concrete adhesive thickness 3-4 mm (6) Resin-based paints or sheets, and various commercial floor materials
───────────────────────────────────────────────────── フロントページの続き (72)発明者 吉澤 昌泰 埼玉県川口市芝富士1−20−19−205 (72)発明者 吉澤 満 埼玉県春日部市豊町4−2−34 赤石コー ポ201 ─────────────────────────────────────────────────── ─── Continued Front Page (72) Inventor Masayasu Yoshizawa 1-20-19-205 Shibafuji, Kawaguchi City, Saitama Prefecture (72) Mitsuru Yoshizawa 4-2-34 Toyohashi, Kasukabe City, Saitama Prefecture Akaishi Corp 201
Claims (1)
き、梁鋼材と溶接・接合する(3)。又、床鋼板も並列
させ、各鋼板を溶接・接合する(4)。その鋼板(2)
の継ぎ目及び表面に、コンクリート系接着剤(5)を塗
布し、その上を樹脂系塗料又はシート、及び一般市販各
種床材(6)を張ることにより、床の重量の軽量化を意
図したものである。1. A steel plate (2) made of steel is laid on the beam (1) and welded and joined to the beam steel (3). Also, the floor steel plates are arranged in parallel, and the steel plates are welded and joined (4). The steel plate (2)
Intended to reduce the weight of the floor by applying a concrete adhesive (5) to the seams and surfaces of the above, and then applying a resin-based paint or sheet and various commercially available floor materials (6) on it Is.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP35470895A JP2998067B2 (en) | 1995-12-27 | 1995-12-27 | Lightweight construction method of steel plate building floor and its steel plate building floor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP35470895A JP2998067B2 (en) | 1995-12-27 | 1995-12-27 | Lightweight construction method of steel plate building floor and its steel plate building floor |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH09177218A true JPH09177218A (en) | 1997-07-08 |
JP2998067B2 JP2998067B2 (en) | 2000-01-11 |
Family
ID=18439377
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP35470895A Expired - Lifetime JP2998067B2 (en) | 1995-12-27 | 1995-12-27 | Lightweight construction method of steel plate building floor and its steel plate building floor |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2998067B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2413572A (en) * | 2004-04-30 | 2005-11-02 | Peter Sully | Load bearing unit |
-
1995
- 1995-12-27 JP JP35470895A patent/JP2998067B2/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2413572A (en) * | 2004-04-30 | 2005-11-02 | Peter Sully | Load bearing unit |
Also Published As
Publication number | Publication date |
---|---|
JP2998067B2 (en) | 2000-01-11 |
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