JP2536683Y2 - Floor panel support structure - Google Patents

Floor panel support structure

Info

Publication number
JP2536683Y2
JP2536683Y2 JP10174191U JP10174191U JP2536683Y2 JP 2536683 Y2 JP2536683 Y2 JP 2536683Y2 JP 10174191 U JP10174191 U JP 10174191U JP 10174191 U JP10174191 U JP 10174191U JP 2536683 Y2 JP2536683 Y2 JP 2536683Y2
Authority
JP
Japan
Prior art keywords
floor panel
bolt
floor
support structure
stay
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
Application number
JP10174191U
Other languages
Japanese (ja)
Other versions
JPH0542479U (en
Inventor
温 佐藤
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.)
Uchiyama Manufacturing Corp
Original Assignee
Uchiyama Manufacturing Corp
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 Uchiyama Manufacturing Corp filed Critical Uchiyama Manufacturing Corp
Priority to JP10174191U priority Critical patent/JP2536683Y2/en
Publication of JPH0542479U publication Critical patent/JPH0542479U/en
Application granted granted Critical
Publication of JP2536683Y2 publication Critical patent/JP2536683Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Floor Finish (AREA)

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】本考案は、建築用の床構造に関
し、具体的には下地床等にパネルを浮き敷設するパネル
の支持構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a floor structure for a building, and more particularly to a support structure for a panel in which a panel is floated and laid on a base floor or the like.

【0002】[0002]

【従来の技術】従来この種の床構造としては、例えば実
開昭52−83316号公報に見られるような支持構造
が一般的に実施されている。これを図面を参照しつつ詳
述すると、図2に示すように、床パネル(2)に複数の
孔(6)を設け、その孔(6)にナット(7)を嵌合
し、該ナット(7)にボルト(33)を螺着して躯体床
面(11)に前記床パネル(2)を支持するようにした
構造を特長としている。
2. Description of the Related Art Conventionally, as a floor structure of this type, a support structure as disclosed in Japanese Utility Model Laid-Open No. 52-83316, for example, is generally used. This will be described in detail with reference to the drawings. As shown in FIG. 2, a plurality of holes (6) are provided in the floor panel (2), and a nut (7) is fitted into the hole (6). A feature is that a bolt (33) is screwed into (7) to support the floor panel (2) on the skeleton floor surface (11).

【0003】また、図3に示すような、コンクリートス
ラブ面(S)にセメント系あるいはエポキシ系の接合材
(M)を介して発泡合成樹脂(B)を敷設し、その上方
から床仕上材(F)を施行した、特開昭59−6847
0号公報の如くの床構造も実施に付されている。
Further, as shown in FIG. 3, a foam synthetic resin (B) is laid on a concrete slab surface (S) via a cement-based or epoxy-based joining material (M), and a floor finishing material ( F), JP-A-59-6847
A floor structure as disclosed in Japanese Patent Publication No. 0 is also practiced.

【0004】[0004]

【考案が解決しようとする課題】しかしながら、前者に
示したボルト(33)とナット(7)を用いて高さ調整
をする構造にあっては、図2が示すように、床パネル
(2)の上方からの調整が不可能であるから前記床パネ
ル(2)を敷設するたびに微調整を繰り返して施行しな
ければならない。そのため、予めレベルを設定し厳重な
管理のもとに施行しなければならずその作業手間はきわ
めて大きいものであった。
However, in the structure in which the height is adjusted by using the bolt (33) and the nut (7) shown in the former, as shown in FIG. 2, the floor panel (2) is used. Since adjustment from above is impossible, fine adjustment must be repeated each time the floor panel (2) is laid. Therefore, the level must be set in advance and enforced under strict management, and the work is extremely time-consuming.

【0005】また、図3に示した後者の、セメント系あ
るいはエポキシ系の接合材(M)を介して発泡合成樹脂
(B)の敷設高さ調整をなす構造にあっては、その発泡
合成樹脂(B)の接地性と保護性の面から該接合材
(M)の配設が適していても、該接合材(M)は調整機
能を縮寸の一方向しか有さす゛、施工においては該接合
材(M)を配置した後発泡合成樹脂(B)を設置し、そ
の上方から押圧を加えて適当レベルに合わせる微調整を
なさねばならない。さらにこの接合材(M)はその質量
を多量に必要とするものであり、重量的な不利も大きく
現場での搬入性が劣悪である大きな欠点を有している。
本考案はこのような多くの欠点に鑑みてなされたもので
あって、施工性に優れ簡単な調整を持って正確なレベル
が得られなおかつ搬入性にも利点を有する床パネル
(2)の支持構造を提供することを目的としている。
In the latter structure shown in FIG. 3, in which the laying height of the foamed synthetic resin (B) is adjusted via a cement-based or epoxy-based joining material (M), the foamed synthetic resin is used. Even if the arrangement of the joining material (M) is suitable from the viewpoint of the grounding property and the protection property of (B), the joining material (M) has an adjusting function only in one direction of reduction. After disposing the joining material (M), the foamed synthetic resin (B) must be installed, and fine adjustment must be made to apply a pressure from above to adjust it to an appropriate level. Further, the joining material (M) requires a large amount of mass, and has a great disadvantage that it is disadvantageous in terms of weight and poor in portability on site.
The present invention has been made in view of such a number of drawbacks, and provides a floor panel (2) which is excellent in workability, has a simple adjustment, can obtain an accurate level, and has an advantage in carrying property. It is intended to provide structure.

【0006】[0006]

【課題を解決するための手段】本考案を図面に基づいて
説明すると、図1に示すように、下地床(1)等に床パ
ネル(2)を浮き敷設するための床パネルの支持構造で
あって、頭部に密着防止処理がなされた螺子(31)を
持つボルト(3)を本体とし、該ボルト(3)の上部に
前記床パネル(2)を適当位置から略支持する予備ステ
ー(4)を設け(多くの場合下方から支持する)、床パ
ネル(2)の略敷設された前記予備ステー(4)へ前記
ボルト(3)の螺子(31)が埋没するようにエポキシ
樹脂(5)を注入充填してこれを硬化せしめた後、前記
予備ステー(4)内のエポキシ樹脂(5)を伴うことな
く前記ボルト(3)を回動せしめて前記パネル(2)の
高さ寸法の微調整をなすことを特長としている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described with reference to the drawings. As shown in FIG. 1, a floor panel supporting structure for floatingly laying a floor panel (2) on a base floor (1) or the like. A bolt (3) having a screw (31) whose head has been subjected to an adhesion preventing process is used as a main body, and a preliminary stay () is provided above the bolt (3) for substantially supporting the floor panel (2) from an appropriate position. 4) is provided (often supported from below), and the epoxy resin (5) is buried in the preliminary stay (4) substantially laid on the floor panel (2) so that the screw (31) of the bolt (3) is buried. ) Is injected and cured, and then the bolt (3) is turned without involving the epoxy resin (5) in the preliminary stay (4) to adjust the height of the panel (2). It is characterized by fine adjustment.

【0007】[0007]

【作用】本考案は、上記のような、ボルト(3)と予備
ステー(4)によって保持されたエポキシ樹脂(5)と
を組合せ、該エポキシ樹脂(5)の硬化によって前記床
パネル(2)を支持するものであり、この際、床パネル
(2)は前記予備ステー(4)によって略支持されるの
で短時間に大まかな敷設施工を完了せしめることがで
き、該エポキシ樹脂(5)の硬化後に前記ボルト(3)
を例えばその頂部(32)に設けた係合構造によって回
動せしめると螺子(31)の密着防止処理作用で極めて
円滑に該ボルト(3)のみを回動せしめることができ正
確なるレベルが得られるものとなる。
The present invention combines the bolt (3) and the epoxy resin (5) held by the preliminary stay (4) as described above, and cures the epoxy resin (5) to cure the floor panel (2). At this time, since the floor panel (2) is substantially supported by the preliminary stay (4), the rough laying work can be completed in a short time, and the epoxy resin (5) is cured. Later said bolt (3)
For example, when the bolt (3) is rotated by an engagement structure provided on the top (32), the bolt (3) can be rotated very smoothly by the action of preventing the screw (31) from coming into close contact, and an accurate level can be obtained. It will be.

【0008】[0008]

【実施例】本考案を実施するに、図1の如く、予備ステ
ー(4)に注入充填されたエポキシ樹脂(5)は硬化す
ると、前記床パネル(2)を互いに接着し強固な一体化
した床面を形成すると共に、強大な支持力を発揮するも
のとなる。この接合一体化を望まない場合にあってはこ
の限りでなく、充填時エポキシ樹脂の接触を避ければ事
足りる。また、本考案ではボルト(3)の下方部分に機
能構造を持たず自由に利用できるので、図1に示すよう
な発泡合成樹脂(B)を該下方部分に敷設することも、
あるいは防振性を付与するために弾性材(図示せず)を
該ボルト(3)の下方に配設することも自在でありその
設計の自由度は極めて大きい。
DESCRIPTION OF THE PREFERRED EMBODIMENTS In order to carry out the present invention, as shown in FIG. 1, when an epoxy resin (5) injected and filled into a preliminary stay (4) is hardened, the floor panels (2) are adhered to each other to form a firmly integrated structure. It forms a floor and exerts a strong supporting force. This is not the case when this joining and integration is not desired, and it is sufficient to avoid contact with the epoxy resin at the time of filling. Further, in the present invention, since the lower part of the bolt (3) has no functional structure and can be used freely, it is possible to lay a foam synthetic resin (B) as shown in FIG.
Alternatively, an elastic material (not shown) may be provided below the bolt (3) to provide vibration isolation, and the degree of freedom in design is extremely large.

【0009】なお、ボルト(3)を回動する手段として
は、先に説明したように、その頂部(32)に設けて床
パネル(2)の上方からその回動を自在とする配置構造
が床パネル(2)の敷設後に高さ調整が可能となるので
好ましい設置場所となり、その係合構造としては、突起
形状とか、+溝、あるいは−溝、さらには角穴等、確実
な係合が約束される噛み合い構造を造形することが肝要
である。
As described above, the means for rotating the bolt (3) is provided at the top portion (32) of the floor panel (2) so as to freely rotate from above the floor panel (2). Since the height can be adjusted after the floor panel (2) is laid, it is a preferable installation place. As the engagement structure, a reliable engagement such as a projection shape, a + groove or a − groove, and a square hole is used. It is important to shape the promised engagement structure.

【0010】[0010]

【考案の効果】本考案は上記のような構造によって、床
パネル(2)の敷設施工が大幅に工期短縮され、かつ極
めて正確なレベルを提供する。また、床パネル(2)の
一体化が図れ強構造の床面が得られる。さらに、本考案
の支持構造は部品点数及び重量的にも優位性を持ち現場
施工性に優れる。
According to the present invention, the construction described above greatly reduces the construction period of the floor panel (2) and provides an extremely accurate level. Further, the floor panel (2) can be integrated, and a floor surface having a strong structure can be obtained. Furthermore, the support structure of the present invention is superior in terms of the number of parts and weight, and is excellent in on-site workability.

【0011】[0011]

【図面の簡単な説明】[Brief description of the drawings]

【図1】本考案を施工した一実施例を示す略断面図であ
る。
FIG. 1 is a schematic sectional view showing an embodiment of the present invention.

【図2】本考案を使用しない従来の構造を示した略断面
図である。
FIG. 2 is a schematic sectional view showing a conventional structure without using the present invention.

【図3】本考案を使用しない他の従来の構造を示した略
断面図である。
FIG. 3 is a schematic cross-sectional view showing another conventional structure that does not use the present invention.

【0012】[0012]

【符号の説明】[Explanation of symbols]

1 下地床 2 床パネル 3 ボルト 31 螺子 32 頂部 4 予備ステー 5 エポキシ樹脂 B 発泡合成樹脂 DESCRIPTION OF SYMBOLS 1 Base floor 2 Floor panel 3 Bolt 31 Screw 32 Top 4 Preliminary stay 5 Epoxy resin B Foam synthetic resin

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 下地床(1)等に床パネル(2)を浮き
敷設するための床パネルの支持構造において、頭部に密
着防止処理がなされた螺子(31)を持つボルト(3)
を本体とし、前記ボルト(3)の螺子(31)の部分に
前記床パネル(2)を略支持する予備ステー(4)を設
け、床パネル(2)の略敷設された前記予備ステー
(4)へエポキシ樹脂(5)を注入充填してこれを硬化
せしめた後、前記ボルト(3)を回動せしめて前記パネ
ル(2)の高さ寸法の微調整をなすことを特長とする床
パネルの支持構造。
A bolt (3) having a screw (31) whose head has been subjected to an adhesion preventing treatment in a floor panel support structure for floatingly laying a floor panel (2) on a base floor (1) or the like.
And a spare stay (4) for substantially supporting the floor panel (2) is provided at a portion of the screw (31) of the bolt (3), and the spare stay (4) substantially laid on the floor panel (2) is provided. ) Is filled with an epoxy resin (5) and cured, and then the bolt (3) is turned to finely adjust the height of the panel (2). Support structure.
JP10174191U 1991-11-13 1991-11-13 Floor panel support structure Expired - Fee Related JP2536683Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10174191U JP2536683Y2 (en) 1991-11-13 1991-11-13 Floor panel support structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10174191U JP2536683Y2 (en) 1991-11-13 1991-11-13 Floor panel support structure

Publications (2)

Publication Number Publication Date
JPH0542479U JPH0542479U (en) 1993-06-08
JP2536683Y2 true JP2536683Y2 (en) 1997-05-21

Family

ID=14308676

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10174191U Expired - Fee Related JP2536683Y2 (en) 1991-11-13 1991-11-13 Floor panel support structure

Country Status (1)

Country Link
JP (1) JP2536683Y2 (en)

Also Published As

Publication number Publication date
JPH0542479U (en) 1993-06-08

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