JPH0711233Y2 - Floor panel - Google Patents

Floor panel

Info

Publication number
JPH0711233Y2
JPH0711233Y2 JP1989065488U JP6548889U JPH0711233Y2 JP H0711233 Y2 JPH0711233 Y2 JP H0711233Y2 JP 1989065488 U JP1989065488 U JP 1989065488U JP 6548889 U JP6548889 U JP 6548889U JP H0711233 Y2 JPH0711233 Y2 JP H0711233Y2
Authority
JP
Japan
Prior art keywords
panel
floor panel
protrusions
opening
panel material
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 - Lifetime
Application number
JP1989065488U
Other languages
Japanese (ja)
Other versions
JPH034845U (en
Inventor
文宏 大山
勝 藤井
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.)
Sumitomo Rubber Industries Ltd
Original Assignee
Sumitomo Rubber Industries 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 Sumitomo Rubber Industries Ltd filed Critical Sumitomo Rubber Industries Ltd
Priority to JP1989065488U priority Critical patent/JPH0711233Y2/en
Publication of JPH034845U publication Critical patent/JPH034845U/ja
Application granted granted Critical
Publication of JPH0711233Y2 publication Critical patent/JPH0711233Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Panels For Use In Building Construction (AREA)
  • Floor Finish (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 この考案は、床スラブから所定の間隔をおいて敷設され
る床パネルに関し、特に詳しく言うと、パネル材の裏面
が金属板からなる補強材で裏打ちされた床パネルにおい
て、パネル材と補強材との附着力を向上させて強度を高
めるようにした床パネルに関する。
[Detailed Description of the Invention] [Industrial field of application] The present invention relates to a floor panel laid at a predetermined distance from a floor slab, and more specifically, a reinforcing material in which the back surface of the panel material is a metal plate. In a floor panel lined with, a floor panel in which the adhesion between the panel material and the reinforcing material is improved to increase the strength.

〔従来の技術〕[Conventional technology]

各種電気あるいは電子機器を取扱う事業所やオフィスに
おいては、それらの機器の電源が多数必要になる。ま
た、コンピュータを取扱う部署においては、入出力用の
各種端末機器とコンピュータとを接続するケーブルを配
設する必要がある。従来電源用のコンセントは壁等に設
けられているが、そこから機器設置場所までは接続コー
ドを床上にはわせるのは、誤って歩行中に足で接続コー
ドを引き抜く可能性があり、また他の機器の下敷きにな
ったり台車等の通過時に接続コードを切断したりする危
険がある。これはコンピュータの場合、入力あるいは出
力中のデータを壊す可能性もある。そこで、このような
部署においては、床を二重構造にし、その間に接続コー
ドを配設するとともに、設置機器の近くの床上にコンセ
ントやケーブルコネクタを露呈させる方式が採用されて
いる。
In business establishments and offices handling various electric or electronic devices, a large number of power supplies for those devices are required. Further, in a department handling a computer, it is necessary to provide a cable for connecting various terminal devices for input / output and the computer. Conventionally, an outlet for power supply is provided on the wall, etc., but it is possible to accidentally pull out the connection cord with your feet while walking, if you pull the connection cord from there to the place where the equipment is installed. There is a risk that it will become the underlay of other equipment or that the connection cord will be disconnected when passing a trolley or the like. In the case of computers, this can corrupt the data being input or output. Therefore, in such a department, a system is adopted in which the floor has a double structure, a connection cord is arranged between them, and an outlet or a cable connector is exposed on the floor near the installed equipment.

一方、オリフィスオートメイション(OA)機器の発達に
より、通常のオフィスにおいても種々あるいは多数の電
気あるいは電子機器が使用され、これに伴い多数の電源
取出口であるコンセントや機器間を接続するためのケー
ブルコネクタが必要になっている。そこで、通常のオフ
ィスにおいても上述したような二重構造の床を施工する
ことが多くなっている。
On the other hand, due to the development of orifice automation (OA) equipment, various or many electric or electronic devices are used even in ordinary offices, and along with this, many power outlets and cables for connecting between devices. A connector is needed. Therefore, even in a normal office, the double-structured floor as described above is often constructed.

このような二重構造の床の一例を第3図により説明する
と、一辺が30〜60cmで厚さが15〜30mmの四辺形の床パネ
ル1は、コンクリート、ガラス繊維で補強されたGRCと
呼ばれるコンクリートあるいは珪酸カルシュウム等で構
成されたパネル材2と、このパネル材2の裏面に裏打ち
するように位置する鋼板製の補強材3から構成されてい
る。床パネル1の4隅には補強材3からパネル材2に向
かって上下方向に延在するピン孔4が穿孔され、これら
ピン孔4には床上に所定の間隔を置いて床パネル1を支
持する支柱(図示しない)のピンが挿入される。補強材
3にはパネル材2側に突出してパネル材2内に食い込ま
せ、両者の機械的結合力を持たせるための複数の突起5
が一体的に形成されている。
An example of such a double-structured floor will be described with reference to FIG. 3. A quadrilateral floor panel 1 having a side of 30 to 60 cm and a thickness of 15 to 30 mm is called GRC reinforced with concrete or glass fiber. The panel member 2 is made of concrete, calcium silicate, or the like, and the reinforcing member 3 made of a steel plate is positioned so as to line the back surface of the panel member 2. At the four corners of the floor panel 1, pin holes 4 extending vertically from the reinforcing material 3 toward the panel material 2 are bored, and the pin holes 4 support the floor panel 1 at predetermined intervals on the floor. A pin of a supporting column (not shown) is inserted. A plurality of protrusions 5 are provided on the reinforcing material 3 so as to project toward the panel material 2 and bite into the panel material 2 so as to have a mechanical coupling force between them.
Are integrally formed.

補強材3は、強度を向上させ、かつパネル材2のパネル
厚を薄くする目的で用いられているが、補強材3とパネ
ル材2との接着力を高めるために、補強材3には上述し
たように複数の突起5が形成されている。この突起5
は、補強材3に縦横方向にそれぞれ等間隔をおいて長方
形の開口6を複数個設け、この時開口6の短い方の一辺
を残すようにして打ち抜き、斜め上方に傾斜させるよう
にして立ち上がらせることにより形成されている。突起
の形状の別の例としては、例えば実開昭62−1404号公報
に見られるように、略直角に折り曲げ、その先端を略水
平に折り曲げたものや、例えば実開昭62−633号公報に
見られるように、三角形あるいは円弧状の隆起部で構成
したもの等が提案されている。
The reinforcing material 3 is used for the purpose of improving the strength and thinning the panel thickness of the panel material 2. However, in order to increase the adhesive force between the reinforcing material 3 and the panel material 2, the reinforcing material 3 has the above-mentioned structure. As described above, the plurality of protrusions 5 are formed. This protrusion 5
Is provided with a plurality of rectangular openings 6 in the reinforcing member 3 at equal intervals in the vertical and horizontal directions. At this time, punching is performed so that one side of the shorter opening 6 is left, and it is inclined and raised upward. It is formed by As another example of the shape of the protrusion, for example, as seen in Japanese Utility Model Laid-Open No. 62-1404, a shape in which the tip is bent substantially at a right angle and the tip is bent substantially horizontally, for example, Japanese Utility Model Laid-Open No. 62-633. As can be seen from the above, a structure composed of triangular or arc-shaped ridges has been proposed.

〔考案が解決しようとする課題〕[Problems to be solved by the device]

上述したように突起はいずれも補強材に矩形の開口を設
け、この開口部に形成するようになっている。そのた
め、床パネルに応力が加わった場合、開口部の4隅にそ
の応力が集中して、4隅から亀裂が発生する可能性が多
い。更に開口部からの立上りにより突起を形成している
ため、突起部付近におけるパネル材の流れ込みが突起に
よって阻止され、突起部付近にはパネル材のない部分が
生じることがある。更にまた、各開口は縦および横方向
に等間隔を置いて形成されているため、パネル材中には
突起による亀裂線が縦横に走ることになり、パネル材に
とっては折れやすい破断線が縦横に形成されていること
と同じであり、局部的にはパネル材に応力が加わると、
破断線に沿って割れる可能性がある。
As described above, each of the protrusions is formed in the opening by providing a rectangular opening in the reinforcing material. Therefore, when stress is applied to the floor panel, the stress is likely to concentrate at the four corners of the opening, and cracks often occur at the four corners. Further, since the projection is formed by rising from the opening, the flow of the panel material near the projection is blocked by the projection, and a panel-free portion may occur near the projection. Furthermore, since the openings are formed at equal intervals in the vertical and horizontal directions, crack lines due to protrusions run in the panel material in the vertical and horizontal directions, and break lines that are easy to break for the panel material are in the vertical and horizontal directions. It is the same as that formed, and when stress is locally applied to the panel material,
It may crack along the break line.

そこでこの考案の目的は、突起形成のために開口部に集
中応力が発生することがないようにするとともに、パネ
ル材の流し込みも容易に行なえる突起を有する床パネル
を提供して、上述したような欠点を改良することであ
る。
Therefore, an object of the present invention is to provide a floor panel having a protrusion that can prevent the concentrated stress from being generated in the opening due to the formation of the protrusion and can easily pour the panel material. It is to improve the disadvantages.

〔課題を解決するための手段〕[Means for Solving the Problems]

上記目的を達成するため、この考案は、多数の突起が形
成された金属板からなる補強材を、コンクリートなどの
流し込み成形体よりなるパネル材の裏面側に、その突起
が喰い込むように一体に接合してなる床パネルにおい
て、前記突起の各々は、前記補強材に穿設された円形開
口部の周縁からほぼ直角に切り起こされた先細り状複数
の突片からなり、隣接する前記各突片の間には、前記パ
ネル材が流入し得る間隙が形成されていることを特徴と
している。
In order to achieve the above-mentioned object, the present invention provides a reinforcing material made of a metal plate having a large number of protrusions integrally formed on the back surface side of a panel material made of a casting such as concrete so that the protrusions may bite into it. In the joined floor panel, each of the protrusions is composed of a plurality of tapered protrusions cut and raised substantially at right angles from the peripheral edge of the circular opening formed in the reinforcing member, and each of the adjacent protrusions. It is characterized in that a gap into which the panel material can flow is formed between them.

この場合、前記各開口部は前記補強材上に概略千鳥状に
配置されていることが好ましい。
In this case, it is preferable that the openings are arranged in a staggered pattern on the reinforcing material.

〔作用〕[Action]

上述のように突起部を作るための開口は円形をしている
ため、この開口部に応力が加わっても応力が集中するこ
とがないため、応力集中によるパネル材の亀裂の発生は
防止することができる。各突片は上方に向かうにしたが
って先細りとなって折り曲げられているので、隣接する
突片との間にパネル材が流入できる間隙が形成されてい
るため、突片で囲まれた開口上にもパネル材を流し込む
ことができる。
As mentioned above, the opening for making the protrusion is circular, so even if stress is applied to this opening, stress will not concentrate, so prevent cracking of the panel material due to stress concentration. You can Since each projecting piece is tapered and bent as it goes upward, a gap is formed between adjacent projecting pieces so that the panel material can flow into it.Therefore, even on the opening surrounded by the projecting pieces. Panel material can be poured.

〔実施例〕〔Example〕

以下、この考案を第1図から第2図に示す一実施例につ
いて説明する。一辺が30〜60mmの四辺形の床パネル11
は、床パネル1と同様にGRCあるいは珪酸カルシュウム
等で構成されたパネル材12と、このパネル材12の裏面に
裏打ちするように位置する鋼板等の金属板で構成された
補強材13とを有している。補強材13の4隅部には上述し
たような支柱のピンが挿入されるピン孔14が穿孔されて
いる。
The present invention will be described below with reference to an embodiment shown in FIGS. Quadrilateral floor panel with one side of 30 to 60 mm 11
Has a panel material 12 made of GRC or calcium silicate as in the floor panel 1, and a reinforcing material 13 made of a metal plate such as a steel plate positioned so as to line the back surface of the panel material 12. is doing. At the four corners of the reinforcing member 13, pin holes 14 into which the pins of the above-mentioned support columns are inserted are formed.

補強材13に形成される突起15は、まず第1図の上方に示
すように、中心部から5方向に延在するような切り込み
線16を有する切り込み17を適当な間隔をおいて、かつそ
れぞれが略60度の角度をもった千鳥状に複数個形成す
る。このような切り込み線16は、例えば先端部にこの切
り込み線と同形状の刃を形成した治具を予め用意し、こ
の治具をプレス機等に装着し、プレス加工することによ
り容易に得られる。次に各切り込み17を略直角に立ち上
がらせて5つの突片18を形成することにより作られてい
る。この立上りは、例えば切り込み線16の先端を結ぶこ
とにより形成される円形と略同形状の丸棒状の治具を用
意し、この治具の中心を切り込み17の中心部に位置合わ
せした後、押圧することにより形成される。このように
して、略直角に立設する5つの突片18を有する突起15が
開口19の周縁に一体的に形成される。各突片18は先端に
向かってテーパが付けられた形になり、隣合う突片18と
の間には先端に向かうにしたがってその幅が広くなる間
隙が形成されることになる。
As shown in the upper part of FIG. 1, the protrusions 15 formed on the reinforcing member 13 first have notches 17 having notch lines 16 extending from the central portion in five directions at appropriate intervals, and respectively. Form a staggered pattern with an angle of approximately 60 degrees. Such a score line 16 can be easily obtained by, for example, preparing a jig in which a blade having the same shape as the score line is formed at the tip portion in advance, mounting the jig in a press machine or the like, and pressing. . Next, each notch 17 is raised at a substantially right angle to form five protrusions 18, which are formed. For this rising, for example, prepare a round bar jig having a substantially same shape as a circle formed by connecting the tips of the cut lines 16, align the center of this jig with the center of the cut 17, and then press. It is formed by In this way, the protrusion 15 having the five protrusions 18 standing upright at a substantially right angle is integrally formed on the peripheral edge of the opening 19. Each projecting piece 18 is tapered toward the tip, and a gap is formed between the adjacent projecting pieces 18 such that the width thereof becomes wider toward the tip.

このような床パネル11の製造は、従来と同様に、床パネ
ル11の大きさと厚みに相当する大きさの型(図示しな
い)にまず、パネル材12を流し込み、その上から補強材
13を載せ、補強材13の上からプレスをかけて、加圧脱水
させながら、補強材13を型の開口部に嵌合する。加圧時
には突片18で囲まれた内部にも、それら突片18間の間隙
を通ってパネル材12が流し込まれるので、開口19上にも
確実にパネル材12が充填される。
In the production of such a floor panel 11, the panel material 12 is first poured into a mold (not shown) having a size corresponding to the size and the thickness of the floor panel 11, and the reinforcing material is applied thereto from above.
13 is placed, and the reinforcing material 13 is fitted into the opening of the mold while being pressed and dehydrated on the reinforcing material 13. At the time of pressurization, the panel material 12 is also poured into the inside surrounded by the projecting pieces 18 through the gap between the projecting pieces 18, so that the panel material 12 is surely filled in the openings 19.

突起15は、円形の開口19の周縁上に形成されているの
で、応力が加わっても開口19の周縁に局部的に応力集中
することはないので、開口19からパネル材12への亀裂の
発生は防止できる。また、突起15は千鳥状に配置されて
いるので、床パネル11に対して縦あるいは横方向に局部
的な応力が働いて、縦あるいは横方向に対しては従来よ
り広い間隔をもって突起15が位置しているので、突起15
によるパネル材12の破断線の間隔も広くなり、十分に亀
裂の発生を防止することができる。
Since the protrusion 15 is formed on the peripheral edge of the circular opening 19, even if stress is applied, the stress is not locally concentrated on the peripheral edge of the opening 19, so that a crack is generated from the opening 19 to the panel material 12. Can be prevented. Further, since the protrusions 15 are arranged in a staggered pattern, local stress acts on the floor panel 11 in the vertical or horizontal direction, and the protrusions 15 are positioned with a wider space in the vertical or horizontal direction than in the past. So that the protrusion 15
Due to this, the interval between the break lines of the panel material 12 is widened, and the occurrence of cracks can be sufficiently prevented.

なお、上述実施例においては突起15は5つの突片18で構
成しているが、5つ以下あるいはそれ以上形成してもよ
いことは勿論である。
In addition, in the above-mentioned embodiment, the projection 15 is composed of five projecting pieces 18, but it is needless to say that five or less or more may be formed.

〔考案の効果〕[Effect of device]

以上のように、この考案の床パネルは、各突起が補強材
に穿設された円形開口部の周縁からほぼ直角に切り起こ
された先細り状の複数の突片から構成されており、突起
部を作るための開口は円形をしているため、この開口部
に応力が加わっても応力が集中することがなく、開口部
における応力集中によってパネル材に亀裂が発生するの
を防止することができる。また、各突片は上方(パネル
材側)に向かって先細り状に形成されているので、隣接
する突片との間にパネル材が流入できる間隙が形成され
ているため、突片で囲まれた開口上にもパネル材を流し
込むことができる。
As described above, the floor panel of the present invention is composed of a plurality of tapered protrusions in which each protrusion is cut and raised at a substantially right angle from the peripheral edge of the circular opening formed in the reinforcing material. Since the opening for making the is circular, stress does not concentrate even if stress is applied to this opening, and it is possible to prevent cracks from occurring in the panel material due to stress concentration in the opening. . Further, since each projecting piece is formed in a taper shape toward the upper side (panel material side), there is a gap formed between the projecting piece and the adjacent projecting piece so that the panel material can flow into the projecting piece. The panel material can be poured over the opening.

さらに、各突起を千鳥状に配置することにより床パネル
の縦あるいは横方向に突起により生じるパネル材の断続
的な破断線の間隔は広くなり、この破断線から折れるよ
うな破損を防止することができる。
Furthermore, by arranging the protrusions in a staggered pattern, the gap between the intermittent break lines of the panel material caused by the protrusions in the vertical or horizontal direction of the floor panel becomes wider, and it is possible to prevent breakage such as breaking from this break line. it can.

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

第1図はこの考案の一実施例における補強材の一部を示
す斜視図、第2図はその床パネルの一部を断面で示す縦
断面図、第3図は従来の床パネルの一例を示す斜視図で
ある。 図面において、11は床パネル、12はパネル材、13は補強
材、15は突起、16は切り込み線、17は切り込み、18は突
片、19は開口である。
FIG. 1 is a perspective view showing a part of a reinforcing member in an embodiment of the present invention, FIG. 2 is a vertical cross-sectional view showing a part of the floor panel in section, and FIG. 3 is an example of a conventional floor panel. It is a perspective view shown. In the drawings, 11 is a floor panel, 12 is a panel material, 13 is a reinforcing material, 15 is a protrusion, 16 is a score line, 17 is a notch, 18 is a protrusion, and 19 is an opening.

Claims (2)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】多数の突起が形成された金属板からなる補
強材を、コンクリートなどの流し込み成形体よりなるパ
ネル材の裏面側に、その突起が喰い込むように一体に接
合してなる床パネルにおいて、前記突起の各々は、前記
補強材に穿設された円形開口部の周縁からほぼ直角に切
り起こされた先細り状の複数の突片からなり、隣接する
前記各突片の間には、前記パネル材が流入し得る間隙が
形成されていることを特徴とする床パネル。
1. A floor panel in which a reinforcing material made of a metal plate on which a large number of projections are formed is integrally joined to the back surface side of a panel material made of a casting, such as concrete, so that the projections bite into it. In the above, each of the protrusions is composed of a plurality of tapered protrusions cut and raised substantially at right angles from the peripheral edge of the circular opening formed in the reinforcing member, and between the adjacent protrusions, A floor panel, characterized in that a gap into which the panel material can flow is formed.
【請求項2】前記各開口部は前記補強材上に概略千鳥状
に配置されていることを特徴とする請求項1に記載の床
パネル。
2. The floor panel according to claim 1, wherein the openings are arranged in a staggered manner on the reinforcing material.
JP1989065488U 1989-06-05 1989-06-05 Floor panel Expired - Lifetime JPH0711233Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1989065488U JPH0711233Y2 (en) 1989-06-05 1989-06-05 Floor panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1989065488U JPH0711233Y2 (en) 1989-06-05 1989-06-05 Floor panel

Publications (2)

Publication Number Publication Date
JPH034845U JPH034845U (en) 1991-01-18
JPH0711233Y2 true JPH0711233Y2 (en) 1995-03-15

Family

ID=31597361

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1989065488U Expired - Lifetime JPH0711233Y2 (en) 1989-06-05 1989-06-05 Floor panel

Country Status (1)

Country Link
JP (1) JPH0711233Y2 (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58145936U (en) * 1982-03-29 1983-10-01 日本電信電話株式会社 floor board equipment
DE3627353C1 (en) * 1986-08-12 1987-10-15 Mero Werke Kg Self-supporting composite building board, especially double floor slab

Also Published As

Publication number Publication date
JPH034845U (en) 1991-01-18

Similar Documents

Publication Publication Date Title
JPH0711233Y2 (en) Floor panel
CN111185998A (en) Prefabricated bridge deck combined type formwork and construction method thereof
CN110616837A (en) Construction method for wood-formwork-detachable combined type steel bar truss floor plate
CN114809615B (en) Template and template structure
JP2535232Y2 (en) Floor panel
CN212170790U (en) Prefabricated bridge deck combined formwork
JPH076323Y2 (en) Floor panel
JPH0617943Y2 (en) Floor panel
JP2875776B2 (en) Construction method of L-shaped retaining wall corner
JP2616145B2 (en) Member for connecting floor members
CN213198101U (en) Prefabricated coincide floor mould
CN214365152U (en) Support node
CN217557356U (en) Superimposed sheet's line box embedded structure
JPH0634491Y2 (en) Formwork and floor slab
CN216974181U (en) Concrete pouring device for constructional columns
JP2542713Y2 (en) PC floor slab with built-in wiring groove
KR102119106B1 (en) Line forming apparatus for exposed concrete wall
JPH026901B2 (en)
JPS6017466Y2 (en) PC version joint reinforcement
JPH0529289Y2 (en)
JPH0420912Y2 (en)
JPS62156461A (en) Construction of concrete building wall
JPH0633108Y2 (en) Weirboard for concrete formwork
JPH07570Y2 (en) Concrete floor slab
JPH074623U (en) Precast concrete floor