JPH04228754A - Floor panel - Google Patents
Floor panelInfo
- Publication number
- JPH04228754A JPH04228754A JP2419307A JP41930790A JPH04228754A JP H04228754 A JPH04228754 A JP H04228754A JP 2419307 A JP2419307 A JP 2419307A JP 41930790 A JP41930790 A JP 41930790A JP H04228754 A JPH04228754 A JP H04228754A
- Authority
- JP
- Japan
- Prior art keywords
- steel
- floor panel
- floor
- frame
- erected
- 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
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 52
- 239000010959 steel Substances 0.000 claims abstract description 52
- 239000000463 material Substances 0.000 claims description 13
- 230000003014 reinforcing effect Effects 0.000 abstract description 4
- 230000000694 effects Effects 0.000 description 2
- 241000473391 Archosargus rhomboidalis Species 0.000 description 1
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
Description
【0001】0001
【産業上の利用分野】本発明は、地下室、その他の地下
構築物の床面を形成するのに最適な床パネルに関するも
のである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a floor panel suitable for forming the floor surface of basements and other underground structures.
【0002】従来、地下構築物の床面を形成する場合に
は、図8に示すように、地面に形成せる穴の底部に打設
せるベスコンクリートA上に、型鋼よりなるパネル枠B
の表面に鋼板Cを固着一体化して成る鋼製の床パネルD
を所望枚数敷設し、相隣り合う床パネルD、Dをボルト
止めして固着し、床面を形成している。Conventionally, when forming the floor surface of an underground structure, as shown in FIG.
A steel floor panel D consisting of a steel plate C fixed and integrated on the surface of
A desired number of panels are laid down, and adjacent floor panels D and D are fixed with bolts to form a floor surface.
【0003】0003
【発明が解決しようとする課題】上記従来の技術におい
ては、図8に示すように、床パネルD上に、鋼製の壁パ
ネル、柱材、間柱材等の構造部材Eを載置、立設し、次
いで、上面部に鋼製の屋根パネルFを載置、張設して地
下構築物を構築するにあたつて、床パネルD、Dの接合
部上に構造部材Eを載置、立設した場合、床パネルD、
Dの接合部が座屈するおそれがあるため、該接合部に型
鋼Gを載置、固着して補強し、該型鋼G上に構造部材E
を載置、立設する必要があつた。[Problems to be Solved by the Invention] In the above-mentioned conventional technology, as shown in FIG. Then, when constructing an underground structure by placing and tensioning a steel roof panel F on the upper surface, a structural member E is placed and erected on the joint between the floor panels D and D. If installed, floor panel D,
Since there is a risk that the joint part of D may buckle, a structural member E is placed on the joint part, fixed and reinforced, and the structural member E is placed on the joint part G.
It was necessary to mount and erect it.
【0004】本発明は、上記従来の問題点を解消するた
めに為されたものであり、接合部を型鋼にて補強するこ
となく構造部材を載置、立設することができる床パネル
を提供することを課題とするものである。The present invention has been made to solve the above-mentioned conventional problems, and provides a floor panel on which structural members can be placed and erected without reinforcing the joints with shaped steel. The challenge is to do so.
【0005】[0005]
【課題を解決するための手段】本発明は、上記課題を解
決するために、型鋼よりなるパネル枠の表面に鋼板を固
着一体化して成る床パネルにおいて、構造部材を載置、
立設する接合部に位置する枠材を構成する型鋼として、
他の枠材の型鋼より高さ寸法の大なる大型鋼を使用して
成ることを特徴とするものである。[Means for Solving the Problems] In order to solve the above-mentioned problems, the present invention provides a floor panel formed by integrally fixing a steel plate to the surface of a panel frame made of shaped steel, in which structural members are mounted,
As a shaped steel that constitutes the frame material located at the joint part to be erected,
It is characterized by the use of large-sized steel, which is larger in height than the steel shapes used for other frame materials.
【0006】[0006]
【実施例】図1および図2は、本発明の床パネルの1実
施例を示し、溝型鋼、山型鋼等の型鋼よりなるパネル枠
1の表面に鋼板2を固着一体化して成る床パネル3にお
いて、鋼製の壁パネル、柱材、間柱材等の構造部材を載
置、立設する接合部に位置する枠材を構成する型鋼4と
して他の枠材の型鋼5より高さ寸法の大なる大型鋼6を
使用して成ることを特徴とする鋼製の床パネル3を示す
。[Embodiment] Fig. 1 and Fig. 2 show one embodiment of the floor panel of the present invention, in which a floor panel 3 is formed by fixing and integrating a steel plate 2 to the surface of a panel frame 1 made of shaped steel such as channel steel or angle steel. In this case, the steel shape 4 constituting the frame material located at the joint where structural members such as steel wall panels, pillar materials, stud materials, etc. are placed and erected has a height dimension larger than the shape steel 5 of other frame materials. This shows a steel floor panel 3 characterized in that it is made of a large steel 6.
【0007】図3〜図6は、相隣り合う床パネル3、3
の接合状態を示す1実施例を示し、例えば、大型鋼6の
端部を切欠して他の枠材の型鋼5と同一の高さにすると
共に切欠部にエンドプレート7を溶接し、相隣り合う1
方向の床パネル3、3の大型鋼6、6同志を当接すると
共に、相隣り合う他の方向(上記1方向と直交する方向
)の床パネル3、3の他の枠材の型鋼5、5同志を当接
し、更に、前記相隣り合う床パネル3、3、3、3の大
型鋼6、6、6、6の切欠部間に、型鋼片よりなる接合
ボックス8を嵌合し、大型鋼6、6、6、6のエンドプ
レート7、7、7、7と接合ボックス8と型鋼5、5、
5、5をボルト9、9、…にて固着し、更に加うるに、
必要に応じて、大型鋼6、6、6、6と接合ボックス8
の上面部に鋼板片よりなるカバープレート10を当接し
、ボルト11、11、…にて固着して相隣り合う床パネ
ル3、3を接合せる実施例を示す。FIGS. 3 to 6 show adjacent floor panels 3 and 3.
For example, the end of a large steel 6 is notched to make it the same height as the shaped steel 5 of another frame material, and the end plate 7 is welded to the notch, and Match 1
The large steels 6, 6 of the floor panels 3, 3 in the direction are brought into contact with each other, and the shaped steels 5, 5 of other frame materials of the adjacent floor panels 3, 3 in the other direction (direction perpendicular to the above-mentioned one direction) are brought into contact with each other. A joint box 8 made of a shaped steel piece is fitted between the notches of the large steel pieces 6, 6, 6, 6 of the adjacent floor panels 3, 3, 3, 3, and the large steel pieces are brought into contact with each other. 6, 6, 6, 6 end plate 7, 7, 7, 7 and joint box 8 and steel mold 5, 5,
5, 5 are fixed with bolts 9, 9,..., and in addition,
If necessary, large steel 6, 6, 6, 6 and junction box 8
An embodiment is shown in which a cover plate 10 made of a piece of steel plate is brought into contact with the upper surface of the floor panel 10, and is fixed with bolts 11, 11, . . . to join adjacent floor panels 3, 3 together.
【0008】図7は、床パネル3、3の接合部の大型鋼
6、6上に構造部材12を載置し、ボルト止めして立設
し、次いで、構造部材12の上面部に鋼製の屋根パネル
13を載置し、ボルト止めして張設して地下構築物を構
築せる実施例を示す。In FIG. 7, a structural member 12 is placed on large steel plates 6, 6 at the joints of floor panels 3, 3, bolted and erected, and then a steel plate is placed on the upper surface of the structural member 12. An embodiment will be shown in which an underground structure can be constructed by placing roof panels 13 on the roof panels, bolting them, and stretching them.
【0009】[0009]
【発明の効果】以上説明したように、本発明の床パネル
は、型鋼よりなるパネル枠の表面に鋼板を固着一体化し
て成る床パネルにおいて、構造部材を載置、立設する接
合部に位置する枠材を構成する型鋼として、他の枠材の
型鋼より高さ寸法の大なる大型鋼を使用して成るので、
前記接合部に位置する大型鋼によつて床パネルの接合部
の強度が、著しく向上し、該接合部に構造部材を載置、
立設した場合に、床パネルの接合部が座屈するおそれが
なく、従って、従来のように、床パネルの接合部を型鋼
にて補強することなく構造部材を載置、立設することが
できる。Effects of the Invention As explained above, the floor panel of the present invention is a floor panel formed by integrally fixing a steel plate to the surface of a panel frame made of shaped steel. As the shape steel that makes up the frame material used is a large steel whose height is larger than that of other frame materials,
The strength of the joint of the floor panel is significantly improved by the large steel located at the joint, and the structural member is placed on the joint,
When erected, there is no risk of buckling of the joints of the floor panels, and therefore structural members can be placed and erected without reinforcing the joints of the floor panels with shaped steel as in the past. .
【0010】尚、上記本発明の効果を効率良く発揮させ
るためには、例えば、構造部材を載置、立設する接合部
に位置する枠材の型鋼として、高さ寸法が250mm、
水平片寸法が90mmのコ字型鯛を使用すると共に、他
の枠材の型鋼として、高さ寸法が150mm、水平片寸
法が75mmのコ字型鋼を使用すれば良い。[0010] In order to efficiently exhibit the effects of the present invention, for example, the steel frame for the frame material located at the joint where the structural members are placed and erected has a height of 250 mm,
A U-shaped sea bream with a horizontal piece size of 90 mm may be used, and a U-shaped steel with a height size of 150 mm and a horizontal piece size of 75 mm may be used as the other frame material.
【図1】本発明の床パネルの1実施例を示す縦断面図で
ある。FIG. 1 is a longitudinal sectional view showing one embodiment of the floor panel of the present invention.
【図2】同上実施例の要部拡大斜視図である。FIG. 2 is an enlarged perspective view of essential parts of the embodiment.
【図3】本発明の床パネルの接合状態を示す要部拡大斜
視図である。FIG. 3 is an enlarged perspective view of main parts showing a joined state of the floor panel of the present invention.
【図4】同上接合状態を示す要部拡大平面図である。FIG. 4 is an enlarged plan view of the main parts showing the joined state as above.
【図5】同上接合状態を示す要部拡大側面図である。FIG. 5 is an enlarged side view of the main parts showing the joined state as above.
【図6】同上接合状態を示す要部拡大縦断面である。FIG. 6 is an enlarged vertical cross-section of the main part showing the same bonded state as above.
【図7】本発明の床パネルを使用して構築せる地下構築
物の1実施例を示す要部拡大縦断面図である。FIG. 7 is an enlarged longitudinal cross-sectional view of essential parts showing one embodiment of an underground structure that can be constructed using the floor panel of the present invention.
【図8】従来例の要部拡大縦断面図である。FIG. 8 is an enlarged vertical cross-sectional view of a main part of a conventional example.
1 パネル枠 2 鋼板 3 床パネル 4 型鋼 5 型鋼 6 大型鋼 7 エンドプレート 8 接合ボックス 9 ボルト 10カバープレート 11ボルト 12構造部材 13屋根パネル 1 Panel frame 2 Steel plate 3. Floor panel 4 Type steel 5 Type steel 6 Large steel 7 End plate 8 Junction box 9 bolts 10 cover plate 11 volts 12 structural members 13 roof panels
Claims (1)
固着一体化して成る床パネルにおいて、構造部材を載置
、立設する接合部に位置する枠材を構成する型鋼として
、他の枠材の型鋼より高さ寸法の大なる大型鋼を使用し
て成ることを特徴とする床パネル。Claim 1: In a floor panel formed by integrally fixing a steel plate to the surface of a panel frame made of shaped steel, the shaped steel constituting the frame located at the joint where a structural member is mounted or erected may be other frame material. A floor panel characterized by being made of large-sized steel with a height dimension greater than that of type steel.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2419307A JP2759563B2 (en) | 1990-12-26 | 1990-12-26 | Floor panel |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2419307A JP2759563B2 (en) | 1990-12-26 | 1990-12-26 | Floor panel |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH04228754A true JPH04228754A (en) | 1992-08-18 |
JP2759563B2 JP2759563B2 (en) | 1998-05-28 |
Family
ID=18526904
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2419307A Expired - Fee Related JP2759563B2 (en) | 1990-12-26 | 1990-12-26 | Floor panel |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2759563B2 (en) |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP3046542U (en) * | 1997-08-25 | 1998-03-10 | 株式会社川瀬トレーディング | accessory case |
-
1990
- 1990-12-26 JP JP2419307A patent/JP2759563B2/en not_active Expired - Fee Related
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP3046542U (en) * | 1997-08-25 | 1998-03-10 | 株式会社川瀬トレーディング | accessory case |
Also Published As
Publication number | Publication date |
---|---|
JP2759563B2 (en) | 1998-05-28 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
S531 | Written request for registration of change of domicile |
Free format text: JAPANESE INTERMEDIATE CODE: R313531 |
|
R350 | Written notification of registration of transfer |
Free format text: JAPANESE INTERMEDIATE CODE: R350 |
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LAPS | Cancellation because of no payment of annual fees |