JPH0542479U - Floor panel support structure - Google Patents
Floor panel support structureInfo
- Publication number
- JPH0542479U JPH0542479U JP10174191U JP10174191U JPH0542479U JP H0542479 U JPH0542479 U JP H0542479U JP 10174191 U JP10174191 U JP 10174191U JP 10174191 U JP10174191 U JP 10174191U JP H0542479 U JPH0542479 U JP H0542479U
- Authority
- JP
- Japan
- Prior art keywords
- floor panel
- floor
- bolt
- 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.)
- Granted
Links
Landscapes
- Floor Finish (AREA)
Abstract
(57)【要約】
【目的】 下地からパネルを浮かせて置床を形成する持
ち上げ構造に関し、施工性に優れ精度の高い床支持構造
を提供する。
【構成】 ボルト(3)と予備ステー(4)からなり、
床パネル(2)を該予備ステー(4)で仮止めした後、
前記予備ステー(4)にエポキシ樹脂(5)を注入硬化
せしめて微調整をなすことを特長とする床パネルの支持
構造。
(57) [Summary] [Purpose] To provide a floor support structure with excellent workability and high accuracy, regarding a lifting structure for floating a panel from a base to form a floor. [Constitution] It consists of bolt (3) and spare stay (4),
After temporarily fixing the floor panel (2) with the preliminary stay (4),
A support structure for a floor panel, characterized in that an epoxy resin (5) is injected into the preliminary stay (4) and cured to make a fine adjustment.
Description
【0001】[0001]
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。 The present invention relates to a floor structure for construction, and more specifically to a panel support structure in which a panel is floated on a base floor or the like.
【0002】[0002]
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。 Conventionally, as this type of floor structure, for example, a support structure as disclosed in Japanese Utility Model Laid-Open No. 52-83316 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 nuts (7) are fitted into the holes (6). The structure is characterized in that the bolt (33) is screwed onto the nut (7) to support the floor panel (2) on the floor surface (11) of the body.
【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59−68470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) through a cement-based or epoxy-based bonding material (M), and a floor finishing material ( A floor structure as disclosed in Japanese Patent Laid-Open No. 59-68470, in which F) is implemented, is also implemented.
【0004】[0004]
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 of adjusting the height using the bolt (33) and the nut (7) shown in the former, as shown in FIG. 2, it is impossible to adjust the floor panel (2) from above. Therefore, every time the floor panel (2) is laid, the fine adjustment must be repeated and carried out. For this reason, it was necessary to set the level in advance and implement it under strict control, which was extremely labor-intensive.
【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。Further, in the latter structure shown in FIG. 3 in which the laying height of the synthetic foam resin (B) is adjusted through the cement-based or epoxy-based bonding material (M), the synthetic foam resin is used. Even if the bonding material (M) is suitable in view of the grounding property and the protection property of (B), the bonding material (M) has an adjusting function in only one direction of reduction. After arranging the bonding material (M), the foamed synthetic resin (B) is placed, and a fine adjustment must be made to apply a pressure from above and adjust it to an appropriate level. Further, this bonding material (M) requires a large amount of mass, and has a great disadvantage in that it is disadvantageous in terms of weight and is inferior in carryability on site. The present invention has been made in view of such many drawbacks, and is of a floor panel (2) which has excellent workability, can obtain an accurate level with simple adjustment, and has an advantage in portability. It is intended to provide a support structure.
【0006】[0006]
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。 The present invention will be described with reference to the drawings. As shown in FIG. 1, a floor panel support structure for floating and laying a floor panel (2) on a base floor (1) or the like is provided. A bolt (3) having a treated screw (31) is used as a main body, and an auxiliary stay (4) for substantially supporting the floor panel (2) from an appropriate position is provided on the upper portion of the bolt (3) (in many cases, It is supported from below), and the epoxy resin (5) is injected and filled so that the screw (31) of the bolt (3) is buried in the auxiliary stay (4) substantially laid on the floor panel (2). After curing, the bolt (3) can be rotated without the epoxy resin (5) in the spare stay (4) to finely adjust the height dimension of the panel (2). It has a feature.
【0007】[0007]
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 auxiliary stay (4) as described above, and supports the floor panel (2) by curing the epoxy resin (5). At this time, since the floor panel (2) is substantially supported by the preliminary stay (4), it is possible to complete the rough laying work in a short time, and after the epoxy resin (5) is hardened, the bolts are fixed. If (3) is rotated by, for example, an engaging structure provided on its top (32), only the bolt (3) can be rotated very smoothly by the operation of preventing the screw (31) from adhering, which is accurate. The level will be obtained.
【0008】[0008]
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。 In implementing the present invention, as shown in FIG. 1, when the epoxy resin (5) injected and filled in the preliminary stay (4) is cured, the floor panels (2) are adhered to each other to form a solid and integrated floor surface. As it is formed, it will exert a strong supportive force. This is not limited to the case where the joining and unifying are not desired, it is sufficient to avoid contact with the epoxy resin during filling. Further, in the present invention, since the lower portion of the bolt (3) can be freely used without having a functional structure, it is possible to lay the foamed synthetic resin (B) as shown in FIG. It is also possible to dispose an elastic material (not shown) below the bolt (3) for imparting the property, and the degree of freedom of 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 a means for rotating the bolt (3), as described above, there is an arrangement structure which is provided at the top (32) of the bolt (3) and is rotatable from above the floor panel (2). Since the height can be adjusted after laying the floor panel (2), it is a preferable installation place, and its engaging structure is a projection shape, + groove, − groove, square hole, etc. It is essential to create a meshing structure that promises a good fit.
【0010】[0010]
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 of the floor panel (2) is greatly shortened by the structure as described above, and a very accurate level is provided. Further, the floor panel (2) can be integrated to obtain a strong floor surface. 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 in which the present invention is applied.
【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 cross-sectional view showing a conventional structure not 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 not using the present invention.
【0012】[0012]
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 1 Base Floor 2 Floor Panel 3 Bolt 31 Screw 32 Top 4 Spare Stay 5 Epoxy Resin B Foamed Synthetic Resin
Claims (1)
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。1. A floor panel support structure for floating and laying a floor panel (2) on a base floor (1) or the like, and a bolt (3) having a screw (31) having a head to which adhesion is prevented.
A main body of which is provided with a spare stay (4) for substantially supporting the floor panel (2) at a screw (31) portion of the bolt (3), and the spare stay (4) substantially laid on the floor panel (2). A floor panel characterized by finely adjusting the height of the panel (2) by rotating the bolt (3) after injecting and filling the epoxy resin (5) and hardening it. Support structure.
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 true JPH0542479U (en) | 1993-06-08 |
JP2536683Y2 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) |
-
1991
- 1991-11-13 JP JP10174191U patent/JP2536683Y2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JP2536683Y2 (en) | 1997-05-21 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JPH0542479U (en) | Floor panel support structure | |
JP6964999B2 (en) | Base plate fixing device and fixing method | |
JP3135368B2 (en) | How to adjust the bearing level | |
JP2536684Y2 (en) | Floor panel support structure | |
JP2000045433A (en) | Form fitting method and work execution method of concrete structure | |
JP2988878B2 (en) | Construction method of decorative material-implanted floorboard and floorboard | |
JP3090326B2 (en) | PC basic construction structure | |
JPS5961626A (en) | Construction of foundation, pillar and leg | |
JP2751827B2 (en) | Joining method between steel columns and reinforced concrete foundation beams | |
JPS60173203A (en) | Elastic support apparatus | |
JP7049961B2 (en) | How to add equipment mount | |
JPH07138901A (en) | Track structure | |
JPH0542481U (en) | Floor panel support structure | |
JPS57127022A (en) | Installation and securing method of base of column for structure | |
JP4247557B2 (en) | Construction method of prestressed concrete floor board using precast concrete slab | |
JPH1037364A (en) | Construction method for wet type floating floor | |
JPS6354102B2 (en) | ||
JP2004190255A (en) | Floor construction material and floor construction method | |
JPH0547605Y2 (en) | ||
JP3665839B2 (en) | Construction method of buried formwork unit and dam body | |
KR810000170Y1 (en) | Adjusting assembly terrazzo | |
JPH0748910A (en) | Method of constructing precast concrete stairway | |
JPH0715499U (en) | Marine main engine side stopper | |
JPH04166547A (en) | Dry stairway construction method and stair level adjusting device | |
JPH07103581B2 (en) | Level adjustment jig for precast concrete foundation |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
LAPS | Cancellation because of no payment of annual fees |