JPH026362A - How to manufacture composite floors - Google Patents

How to manufacture composite floors

Info

Publication number
JPH026362A
JPH026362A JP15494388A JP15494388A JPH026362A JP H026362 A JPH026362 A JP H026362A JP 15494388 A JP15494388 A JP 15494388A JP 15494388 A JP15494388 A JP 15494388A JP H026362 A JPH026362 A JP H026362A
Authority
JP
Japan
Prior art keywords
steel plate
concrete
damping steel
vibration
manufacturing
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
Application number
JP15494388A
Other languages
Japanese (ja)
Other versions
JP2566156B2 (en
Inventor
Nobuyuki Yamashita
山下 信幸
Atsushi Ninomiya
淳 二宮
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SHIYUUGOU JIYUUTAKUYOU SHINZAIRIYOU KIKI SYST KAIHATSU GIJUTSU KENKYU KUMIAI
JFE Engineering Corp
Original Assignee
SHIYUUGOU JIYUUTAKUYOU SHINZAIRIYOU KIKI SYST KAIHATSU GIJUTSU KENKYU KUMIAI
NKK Corp
Nippon Kokan Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by SHIYUUGOU JIYUUTAKUYOU SHINZAIRIYOU KIKI SYST KAIHATSU GIJUTSU KENKYU KUMIAI, NKK Corp, Nippon Kokan Ltd filed Critical SHIYUUGOU JIYUUTAKUYOU SHINZAIRIYOU KIKI SYST KAIHATSU GIJUTSU KENKYU KUMIAI
Priority to JP63154943A priority Critical patent/JP2566156B2/en
Publication of JPH026362A publication Critical patent/JPH026362A/en
Application granted granted Critical
Publication of JP2566156B2 publication Critical patent/JP2566156B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE:To obtain a composite bed of improved accuracy, with reduced labor for application along with decreased thickness by casting concrete on a vibration-damping steel plate having been provided, in advance, with a bonding means to concrete and by molding. CONSTITUTION:Firstly, a bonding means to concrete 9 is provided on the upper surface of a vibration-damping steel plate 1. The resulting steel plate 1 is set up, on which concrete 9 is cast to effect curing and forming, thus producing the objective composite bed. Alternatively, at a construction site, a mold 10 is mounted on temporary supports 12, and the above-mentioned vibration- damping steel plate 1 is set up on this mold 10 followed by casting concrete 9 to effect curing, after which the mold 10 is removed.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は制振鋼板とコンクリートとを一体化した複合床
の製造方法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention relates to a method for manufacturing a composite floor that integrates vibration-damping steel plates and concrete.

[従来の技術] ビルなどの重量床衝撃音を低減させる方法の一つとして
、制振鋼板と床スラブとを複合化させた構造が提案され
ている。制振鋼板1は第7図に示すように2枚の鋼板2
の間に制振性の高い粘弾性体3を介在させてなるもので
、この制振鋼板1と床スラブ4とを種々組み合わせて、
上記衝撃音低減の効果を挙げようとするものである。第
8図〜第10図はその例を示す断面図で、第8図はコン
クリートスラブ4の上面に接着剤5により制振鋼板1を
貼着した構造、第9図はコンクリートスラブ4の下面に
接着剤5及びケミカルアンカ6により制振鋼板1を貼着
した構造、第10図はデツキプレートに整形した制振鋼
板8の上面にコンクリート9を打設した構造である。
[Prior Art] As one method of reducing impact noise from heavy floors of buildings, etc., a structure in which a damping steel plate and a floor slab are combined has been proposed. The damping steel plate 1 is composed of two steel plates 2 as shown in FIG.
A viscoelastic body 3 with high vibration damping properties is interposed between the vibration damping steel plates 1 and floor slabs 4 in various combinations.
This is an attempt to bring out the effect of reducing the above-mentioned impact noise. Figures 8 to 10 are cross-sectional views showing examples of the structure. A structure in which a damping steel plate 1 is attached with an adhesive 5 and a chemical anchor 6, and FIG. 10 shows a structure in which concrete 9 is poured on the upper surface of a damping steel plate 8 shaped into a deck plate.

[発明が解決しようとする課題] ところで上記従来の制振鋼板1とコンクリートスラブ4
との複合構造において、床スラブ4の上面または下面に
制振鋼板1を貼着する方法には、■硬い床スラブ4面に
制振鋼板1を貼着する作業は施工手間がかかる。
[Problem to be solved by the invention] By the way, the above-mentioned conventional vibration damping steel plate 1 and concrete slab 4
In the composite structure, the method of attaching the damping steel plate 1 to the upper or lower surface of the floor slab 4 includes: (1) The work of attaching the damping steel plate 1 to the hard floor slab 4 requires a lot of work.

■制振鋼板1の貼着は精度よく行わねばならないが、ス
ラブ4上面の不陸、作業性等の問題から精度の確保が困
難である。
(2) The vibration-damping steel plate 1 must be attached with high precision, but it is difficult to ensure precision due to problems such as unevenness on the upper surface of the slab 4 and workability.

■スラブ4下面に貼着する場合は、作業姿勢が悪くケミ
カルアンカ6も必要となり、施工条件が悪くなる。
■When adhering to the lower surface of the slab 4, the working posture is poor and chemical anchors 6 are also required, which worsens the construction conditions.

等の欠点があり、 また制振鋼板1をデツキプレート8に成型して使用する
方法は ■デツキプレート8の厚さ50〜75mmがスラブの厚
さにプラスされるため、複合床の厚さが大きくなりやす
い。
In addition, the method of using the damping steel plate 1 by forming it into the deck plate 8 has the following drawbacks: ■ The thickness of the deck plate 8, which is 50 to 75 mm, is added to the thickness of the slab, so the thickness of the composite floor is It tends to get bigger.

■上階の床の下面が下階の天井下地を兼ねることの多い
集合住宅用ビルなどでは、デツキプレート8の波型面を
覆う天井下地または天井板が必要でその分コストアップ
となり、かつ有効天井高さも減少する。
■In multifamily buildings where the lower surface of the floor on the upper floor often serves as the ceiling base for the lower floor, a ceiling base or ceiling board that covers the corrugated surface of the deck plate 8 is required, which increases cost and is effective. Ceiling height is also reduced.

などの点が問題となる。Issues such as this arise.

本発明は従来装置の上記課題を解決するためになされた
もので、施工手間を低減させ、精度もよく、さらに部屋
の有効天井高さを大きくできるスラブと制振鋼板との複
合床の製造方法を提供しようとするものである。
The present invention was made in order to solve the above-mentioned problems of conventional equipment, and is a method for manufacturing a composite floor of a slab and vibration-damping steel plate that reduces construction work, has good accuracy, and can increase the effective ceiling height of a room. This is what we are trying to provide.

[課題を解決するための手段] 上記目的を達成するため、本発明に係るコンクリートス
ラブと制振鋼板との複合床の製造方法は、その上面に予
めコンクリートとの接着手段を講じた制振鋼板を配置し
、その上にコンクリートを打設し成型するようにしたも
のである。
[Means for Solving the Problems] In order to achieve the above object, the method for manufacturing a composite floor of a concrete slab and a vibration-damping steel plate according to the present invention includes a vibration-damping steel plate on the upper surface of which has been bonded to concrete concrete is placed on top of the concrete and molded.

なお必要に応じ上記制振鋼板を型枠の代わりに使用する
こともある。
Note that the damping steel plate may be used in place of the formwork if necessary.

[作用] 高精度に仕上げられた型枠内に制振鋼板を配置してコン
クリートを打設するため、高精度の複合床が得られる。
[Function] A high-precision composite floor can be obtained because damping steel plates are placed in a highly precisely finished formwork and concrete is poured.

またコンクリートを打設する前に制振鋼板を配置する手
間は必要であるが、後はコンクリートを打設するだけで
あるから、硬化後のコンクリート面に制振鋼板を貼着す
る従来方法に比較し全体の手間は大+hに減少する。
In addition, although it takes time and effort to place damping steel plates before pouring concrete, all that is left to do is pour concrete, compared to the conventional method of attaching damping steel plates to the concrete surface after hardening. The overall effort is reduced to +h.

さらにデツキプレートの代わりに平板状の制振鋼板を使
用することにより、複合床全体の厚さを薄くできる。ま
たスラブ下面の制振鋼板を天井下地に利用でき、天井高
さを高くすることができる。
Furthermore, by using flat vibration-damping steel plates instead of deck plates, the overall thickness of the composite floor can be reduced. Additionally, the damping steel plate on the bottom of the slab can be used as a ceiling base, making it possible to increase the ceiling height.

[発明の実施例] 第1図〜第6図は本発明の実施例を示す断面図である。[Embodiments of the invention] 1 to 6 are cross-sectional views showing embodiments of the present invention.

第1図に示す方法は、プレキャスト床版製造用の型枠1
0内に、予め接着剤5の塗布または定着金物11の装着
あるいはその両方を施工した制振鋼板1を配置し、その
上にコンクリート9を打設し、コンクリート硬化後型枠
から取り外すものである。
The method shown in FIG.
A vibration-damping steel plate 1 to which an adhesive 5 has been applied and/or a fixing metal fitting 11 has been installed, or both, has been placed in a damping plate 0, and concrete 9 is placed on top of the damping steel plate 1, and after the concrete has hardened, it is removed from the formwork. .

第2図は鉛直に設けた型枠10内の両側に上記制振′M
仮1を配置してコンクリート9を打設して製造する方法
で、両面に制振鋼板1を貼着した複合床が製造できる。
Figure 2 shows the vibration damping 'M' on both sides of the vertically installed formwork 10.
A composite floor with damping steel plates 1 affixed to both sides can be manufactured by a method of manufacturing by arranging temporary 1 and pouring concrete 9.

第3図は現場打設の場合、仮設支柱12の上に配置され
た型枠10上に制振鋼板1を並べ、コンクリート9を打
設して製造する方法を示すものである。
FIG. 3 shows a manufacturing method in which damping steel plates 1 are arranged on a formwork 10 placed on a temporary support 12 and concrete 9 is poured in the case of on-site casting.

また第4図に示すのは、上記実施例において、型枠10
を省略し仮設支柱12上に直接制振鋼板1を配置してコ
ンクリート9を打設し製造する方法である。
Moreover, what is shown in FIG. 4 is the formwork 10 in the above embodiment.
In this method, the damping steel plate 1 is directly placed on the temporary support 12 and the concrete 9 is poured.

さらに第5図は制振鋼板1が薄い場合、その取扱の便を
考慮して端部に折り曲げ部13を形成して使用する例を
示すものである。これは制振鋼板1とコンクリート9と
の接着手段ともなる。
Further, FIG. 5 shows an example in which, when the damping steel plate 1 is thin, a bent portion 13 is formed at the end for ease of handling. This also serves as a means of bonding the damping steel plate 1 and the concrete 9.

第6図は上記制振鋼板1の折り曲げ部13に定石用の鉄
筋14を係着し、コンクリート9を打設して製造したも
のである。制振鋼板1とコンクリート9との接着がさら
によくなる。
FIG. 6 shows a structure manufactured by attaching reinforcing bars 14 to the bent portion 13 of the damping steel plate 1 and pouring concrete 9 thereon. The adhesion between the damping steel plate 1 and the concrete 9 is further improved.

[発明の効果コ 本発明はコンクリートスラブと制振鋼板との複合床の製
造方法を、予めコンクリートとの接着手段を講じた制振
鋼板を配置し、その上にコンクリートを打設し成型する
ようにしたので、次に述べるような優れた効果を挙げる
ことが出来た。
[Effects of the Invention] The present invention provides a method for manufacturing a composite floor of a concrete slab and a vibration-damping steel plate, in which a vibration-damping steel plate that has been bonded to concrete in advance is placed, and concrete is cast and formed on top of the vibration-damping steel plate. As a result, we were able to achieve the following excellent effects.

(1)複合床の製造精度が大巾に向上した。(1) The manufacturing precision of composite floors has been greatly improved.

(2)施工手間が大きく低減した。(2) Construction time has been greatly reduced.

(3)複合床全体の厚さを薄くできるので、直下階の天
井を高く出来る。
(3) Since the thickness of the entire composite floor can be reduced, the ceiling of the floor directly below can be raised.

(4)複合床の下面を天井下地として使用出来るため、
直下階の天井仕上げが簡単に行える。
(4) The bottom surface of the composite floor can be used as a ceiling base,
You can easily finish the ceiling on the floor directly below.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図〜第6図は本発明の実施例を示す複合床の製造方
法を示す断面図で、第1図は片面に制振鋼板を貼着した
複合床の断面図、第2図は両面に制振鋼板を貼着した複
合床の断面図、第3図は現場打設の複合床の断面図、第
4図は制振n!4仮を型枠の代わりにした現場打設の複
合床の断面図、第5図は端部を折り曲げた制振鋼板を使
用した複合床の断面図、第6図は端部を折り曲げた制振
鋼板と鉄筋とを使用した複合床の断面図、第7図は制振
鋼板の断面図、第8図〜第10図は従来の製造方法を示
す断面図で、第8図は上面に制振鋼板を貼着した複合床
、第9図は下面に制振鋼板を貼着した複合床、第10図
は制振鋼板をデツキプレートにした複合床である。 図中1は制振鋼板、4はコンクリートスラブ、5は接着
剤、9はコンクリート、10は型枠、11は定着金物、
12は仮設支柱、13は折り曲げ部、14は鉄筋である
。 代理人  弁理士  佐々木宗冶 第8図 第9図 第10図
Figures 1 to 6 are cross-sectional views showing a method of manufacturing a composite floor according to an embodiment of the present invention. Figure 1 is a cross-sectional view of a composite floor with a damping steel plate attached to one side, and Figure 2 is a cross-sectional view of a composite floor with a damping steel plate attached to one side. Figure 3 is a cross-sectional view of a composite floor with damping steel plates attached to it, Figure 4 is a cross-sectional view of a composite floor cast on-site, and Figure 4 is a vibration-damping n! 4 is a cross-sectional view of a composite floor cast on-site using temporary molding as formwork, Figure 5 is a cross-sectional view of a composite floor using damping steel plates with bent ends, and Figure 6 is a cross-sectional view of a composite floor with damping steel plates with bent ends. Figure 7 is a cross-sectional view of a composite floor using damping steel plates and reinforcing bars, Figures 8 to 10 are cross-sectional views showing conventional manufacturing methods, and Figure 8 is a cross-sectional view of a damping steel plate. Figure 9 shows a composite floor with a damping steel plate attached to the bottom surface, and Figure 10 shows a composite floor with a damping steel plate as a deck plate. In the figure, 1 is a damping steel plate, 4 is a concrete slab, 5 is an adhesive, 9 is concrete, 10 is a formwork, 11 is an anchorage,
12 is a temporary support, 13 is a bent portion, and 14 is a reinforcing bar. Agent Patent Attorney Souji Sasaki Figure 8 Figure 9 Figure 10

Claims (1)

【特許請求の範囲】 (1)コンクリートスラブと制振鋼板との複合床の製造
方法を、 その上面に予めコンクリートとの接着手段を講じた制振
鋼板を配置し、該制振鋼板上にコンクリートを打設して
硬化成型せしめるようにしたことを特徴とする複合床の
製造方法。(2)上記コンクリートスラブと制振鋼板と
の複合床の現場打設による製造方法を、 仮設支柱上に載置された型枠上に、その上面に予めコン
クリートとの接着手段を講じた制振鋼板を配置し、その
上にコンクリートを打設して該コンクリートの硬化後型
枠を外すようにした ことを特徴とする請求項(1)に記載の複合床の製造方
法。 (3)上記コンクリートスラブと制振鋼板との複合床の
プレキャストによる製造方法を、床版製造用の型枠上に
、その上面に予めコンクリートとの接着手段を講じた制
振鋼板を配置し、該制振鋼板上に床スラブの全厚または
下半分の厚さのコンクリートを打設し、硬化後プレキャ
スト版を型枠から外すようにした ことを特徴とする請求項(1)に記載の複合床の製造方
法。 (4)上記コンクリートスラブと制振鋼板との複合床の
現場打設又はプレキャストによる製造方法において、 制振鋼板を型枠の代わりに使用する ことを特徴とする請求項(1)に記載の複合床の製造方
法。 (5)上記複合床に使用される制振鋼板の端部を折り曲
げた ことを特徴とする請求項(1)に記載の複合床の製造方
法。 (6)上記制振鋼板のコンクリートとの接着手段が接着
剤の塗布である ことを特徴とする請求項(1)に記載の複合床の製造方
法。 (7)上記制振鋼板のコンクリートとの接着手段が、ア
ンカ用鉄筋、スタッドボルト、ねじ棒あるいは平ビスな
どの定着金物である ことを特徴とする請求項(1)に記載の複合床の製造方
法。 (8)上記制振鋼板のコンクリートとの接着手段が、上
記制振鋼板の端部の折り曲げ、接着剤の塗布あるいは定
着金物等の組み合わせである ことを特徴とする請求項(1)に記載の複合床の製造方
法。
[Claims] (1) A method for manufacturing a composite floor of a concrete slab and a vibration-damping steel plate, in which a vibration-damping steel plate, which has been bonded to concrete in advance, is placed on the upper surface, and concrete is placed on the vibration-damping steel plate. 1. A method for manufacturing a composite floor, characterized in that it is cast and hardened. (2) The method of manufacturing a composite floor of a concrete slab and a vibration-damping steel plate by casting it on-site is a vibration-damping method in which a method of adhering concrete to the top surface of the formwork is placed on a temporary support. 2. The method for manufacturing a composite floor according to claim 1, wherein steel plates are placed, concrete is poured on top of the steel plates, and the formwork is removed after the concrete has hardened. (3) The above method for manufacturing a composite floor of a concrete slab and a vibration-damping steel plate by precasting includes arranging a vibration-damping steel plate that has been bonded to concrete in advance on the top surface of a formwork for manufacturing the floor slab, The composite according to claim (1), characterized in that concrete is placed on the damping steel plate to a thickness equal to the full thickness or the lower half of the floor slab, and after hardening, the precast plate is removed from the formwork. Method of manufacturing floors. (4) In the method for producing a composite floor of a concrete slab and a damping steel plate by casting on site or precasting, the composite according to claim (1), characterized in that the damping steel plate is used in place of the formwork. Method of manufacturing floors. (5) The method for manufacturing a composite floor according to claim (1), characterized in that the ends of the damping steel plate used in the composite floor are bent. (6) The method for manufacturing a composite floor according to claim (1), wherein the means for adhering the damping steel plate to the concrete is application of an adhesive. (7) Manufacture of the composite floor according to claim (1), wherein the means for adhering the damping steel plate to the concrete is a fixing metal such as an anchor reinforcing bar, a stud bolt, a threaded rod, or a flat screw. Method. (8) The method of adhering the vibration-damping steel plate to the concrete is a combination of bending the end of the vibration-damping steel plate, applying adhesive, or fixing metal fittings. Method of manufacturing composite floors.
JP63154943A 1988-06-24 1988-06-24 Composite floor construction method and manufacturing method Expired - Lifetime JP2566156B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63154943A JP2566156B2 (en) 1988-06-24 1988-06-24 Composite floor construction method and manufacturing method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63154943A JP2566156B2 (en) 1988-06-24 1988-06-24 Composite floor construction method and manufacturing method

Publications (2)

Publication Number Publication Date
JPH026362A true JPH026362A (en) 1990-01-10
JP2566156B2 JP2566156B2 (en) 1996-12-25

Family

ID=15595320

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63154943A Expired - Lifetime JP2566156B2 (en) 1988-06-24 1988-06-24 Composite floor construction method and manufacturing method

Country Status (1)

Country Link
JP (1) JP2566156B2 (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60258354A (en) * 1984-06-06 1985-12-20 日本鋼管株式会社 Composite damping floor

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60258354A (en) * 1984-06-06 1985-12-20 日本鋼管株式会社 Composite damping floor

Also Published As

Publication number Publication date
JP2566156B2 (en) 1996-12-25

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