JPH05272103A - Steel floor plate - Google Patents

Steel floor plate

Info

Publication number
JPH05272103A
JPH05272103A JP4066279A JP6627992A JPH05272103A JP H05272103 A JPH05272103 A JP H05272103A JP 4066279 A JP4066279 A JP 4066279A JP 6627992 A JP6627992 A JP 6627992A JP H05272103 A JPH05272103 A JP H05272103A
Authority
JP
Japan
Prior art keywords
floor slab
steel
synthetic resin
resin foam
steel floor
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.)
Pending
Application number
JP4066279A
Other languages
Japanese (ja)
Inventor
Takeshi Iida
毅 飯田
Yukio Saimura
幸生 才村
Hiroshi Kida
浩 喜田
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.)
Nippon Steel Corp
Original Assignee
Sumitomo Metal 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 Metal Industries Ltd filed Critical Sumitomo Metal Industries Ltd
Priority to JP4066279A priority Critical patent/JPH05272103A/en
Publication of JPH05272103A publication Critical patent/JPH05272103A/en
Pending legal-status Critical Current

Links

Landscapes

  • Road Paving Structures (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

PURPOSE:To mitigate the shock and reduce the vibration and noises when a vehicle is traveled, reduce weight increase, facilitate handling, and improve economical efficiency. CONSTITUTION:Striped groove shape steels 3 are arranged and welded in the lateral direction, L shape steels 4 are welded on both side faces, a CT shape steel, 5 is welded at the center, and a steel floor plate 1 having a nearly box- shaped cross section opened on the lower face is manufactured. A synthetic resin foam body 2 such as styrol foam or urethane foam is filled and integrated in a void section inside the steel floor plate 1. The load applied to the floor plate is dispersed by the synthetic resin foam body 2, the stress concentration to a steel member is prevented, the shock is mitigated, and the vibration and noises are reduced by the energy absorption of the synthetic resin foam body 2.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は鋼製覆工版、重量物を支
承する作業版、あるいは敷板や車両用桟橋、その他に利
用される鋼製床版に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a steel lining slab, a work slab for supporting heavy objects, or a steel floor slab used for floor boards, vehicle piers, and the like.

【0002】[0002]

【従来の技術】従来の鋼製床版としては、例えば実公昭
55−27296号公報に記載されるように、H形鋼等
の形鋼や、鋼製天板、鋼製補強プレート等の鋼製部材
を、溶接やボルト接合により組み立てたもの等があり、
比較的軽量でかつ所定の剛性が得られるよう鋼製床版の
上面と下面との間には空隙が形成されるのが一般的であ
る。
2. Description of the Related Art As a conventional steel floor slab, for example, as disclosed in Japanese Utility Model Publication No. 55-27296, steel such as H-section steel, steel top plate, steel reinforcing plate and the like. There are things such as assembled parts made by welding or bolt joining,
Generally, a space is formed between the upper surface and the lower surface of the steel floor slab so that the steel floor slab is relatively lightweight and has a predetermined rigidity.

【0003】また、実公昭50−30192号公報や、
実開昭57−66007号公報には、鋼製床版の上面板
の表面に舗装を施したものもみられるが、これらはあく
まで車両等が走行時に滑り難くすることに主眼がある。
In addition, Japanese Utility Model Publication No. 50-30192,
In Japanese Utility Model Laid-Open No. 57-66007, there is also a steel floor slab having an upper surface plate paved, but the main purpose thereof is to make it difficult for a vehicle or the like to slip during traveling.

【0004】[0004]

【発明が解決しようとする課題】従来の鋼製床版では以
下のような課題がある。
The conventional steel floor slab has the following problems.

【0005】 コンクリート製の床版等に比べ、床版
上を車両等が走行したり、人が歩くときに、床版から発
生する振動、騒音が大きい。
When a vehicle or the like travels on a floor slab or a person walks on it, vibration and noise generated from the floor slab are larger than those of a concrete floor slab.

【0006】 床版上を車両等が走行することによる
繰返し外力によって、鋼製床版の溶接部等に局部的応力
集中等に基づく疲労破壊が発生しやすい。また、鋼製部
材のみの構成では車両等による衝撃外力の緩和作用がな
い。
Repetitive external force caused by running of a vehicle or the like on the floor slab tends to cause fatigue fracture in the welded part of the steel floor slab due to local stress concentration. In addition, the structure of only the steel member does not have the effect of mitigating the impact external force of the vehicle or the like.

【0007】 上記課題の解決方法の一つとして、鋼
製床版の剛性を増す方法があるが、鋼重が増加すること
により、不経済で、かつハンドリングが難くなる等の課
題が存在する。
As one of the solutions to the above problems, there is a method of increasing the rigidity of a steel floor slab, but there are problems such as uneconomical and difficult handling due to an increase in steel weight.

【0008】本発明は従来技術における上述のような課
題の解決を図ったものであり、床版上を車両等が走行す
る際の衝撃緩和、振動、騒音の低減が可能で、かつ床版
重量を大幅に増加させることのない経済的な鋼製床版の
構造を提供することを目的としたものである。
The present invention is intended to solve the above-mentioned problems in the prior art, and is capable of mitigating shock, vibration and noise when a vehicle or the like runs on a floor slab, and reducing the weight of the floor slab. The purpose of the invention is to provide an economical steel floor slab structure that does not increase significantly.

【0009】[0009]

【課題を解決するための手段】本発明は主として鋼製部
材を組み立ててなる所定厚の鋼製床版の空隙部に、発泡
スチロール、発泡ウレタン等の合成樹脂発泡体を充填設
置したものであり、車両等の走行時の段差等に基づく床
版からの発生音、振動を大幅に低減させることができ
る。
Means for Solving the Problems The present invention is one in which a synthetic resin foam such as Styrofoam or urethane foam is filled and installed in a void portion of a steel floor slab of a predetermined thickness mainly composed of steel members, It is possible to significantly reduce the noise and vibration generated from the floor slab due to the step difference when the vehicle is running.

【0010】これは合成樹脂発泡体を充填し、鋼製床版
の上下面と一体化させることにより、鋼製床版の鋼製部
材の変形とともに、合成樹脂発泡体も変形するが、合成
樹脂発泡体は変形に対するエネルギー吸収能に優れるた
め、さらには圧縮強度も土砂並み以上に期待できること
から、床版の全体系並びに局部的な変形を抑え、かつ振
動、騒音の早期減衰に寄与することに基づく。
By filling the synthetic resin foam with the upper and lower surfaces of the steel floor slab, the synthetic resin foam is also deformed along with the deformation of the steel members of the steel floor slab. Since foams have excellent energy absorption capacity against deformation, and can be expected to have compressive strength equal to or higher than that of earth and sand, they contribute to the early damping of vibration and noise, while suppressing the overall system of the floor slab and local deformation. Based on.

【0011】また、鋼製床版の各空隙部に合成樹脂発泡
体を充填し、衝撃緩和並びに荷重分散を図ることで、応
力集中が生じないようにし、鋼製部材溶接部や断面急変
部での疲労破壊の発生を抑止することができる。
Further, by filling the respective voids of the steel floor slab with a synthetic resin foam to reduce the impact and disperse the load, stress concentration is prevented from occurring, and the welded portion of the steel member or the portion where the cross section changes abruptly. It is possible to suppress the occurrence of fatigue fracture of.

【0012】発泡スチロール、発泡ウレタン等の合成樹
脂発泡体は軽量材であり、鋼製部材の1/250程度の
密度であり、床版空隙部へ充填しても、重量増にはなら
ず、ハンドリング上も現状と変わらず、特に支障となる
ことはない。
Synthetic resin foam such as styrofoam and urethane foam is a lightweight material and has a density of about 1/250 of that of steel members. Even if it is filled in the floor slab cavity, the weight does not increase and the handling is improved. The above is the same as the current situation and there is no particular hindrance.

【0013】合成樹脂発泡体の空隙部への充填設置は、
あらかじめ所定の形状に成形、あるいは加工したものを
詰め込む形で行うこともできるが、未成形の状態で空隙
部に注入し、成形する方法では、空隙部が複雑な形状の
場合等でも容易に充填することができる。
The filling and installation of the synthetic resin foam into the void is
It can be molded into a predetermined shape or packed into a shape, but it is easy to fill even if the void has a complicated shape, etc. can do.

【0014】また、鋼製床版について、上面板、底板等
の他、4面に側板を取り付けることで、6面密閉型と
し、密閉された内部空間に合成樹脂発泡体が充填すれ
ば、封じ込められた合成樹脂発泡体が3軸圧縮応力状態
で圧縮材として有効に働くため、床版全体の変形抑止に
大きく寄与する。
The steel floor slab has a top plate, a bottom plate, and the like, and side plates attached to the four sides to form a six-sided hermetically sealed type. If the hermetically sealed internal space is filled with synthetic resin foam, it is contained. Since the obtained synthetic resin foam effectively works as a compression material in the triaxial compression stress state, it greatly contributes to suppressing the deformation of the entire floor slab.

【0015】さらに、合成樹脂発泡体の代わりに、より
強度の高い発泡モルタルまたは発泡コンクリートを充填
することも考えられる。発泡モルタルは、例えばアルミ
ニウム粉末等の発泡剤をモルタルに混入したもので、低
比重で、比較的強度の高い成形物が得られ、これを6面
密閉型の鋼製床版の空隙部に充填し、硬化させること
で、床版重量を大幅に増加させることなく、高強度で、
変形が少なく、振動、騒音低減効果に優れた鋼製床版を
製造することができる。
Further, instead of the synthetic resin foam, it is also conceivable to fill foam mortar or foam concrete having higher strength. Foamed mortar is, for example, a mixture of a foaming agent such as aluminum powder in mortar, and a molded product with low specific gravity and relatively high strength is obtained, which is filled in the voids of a six-sided hermetic steel floor slab. Then, by curing, with high strength without significantly increasing the floor slab weight,
It is possible to manufacture a steel floor slab that is less deformed and has excellent vibration and noise reduction effects.

【0016】[0016]

【実施例】次に、図示した実施例について説明する。EXAMPLES Next, the illustrated examples will be described.

【0017】図1の実施例は通常の覆工版としての鋼製
床版1に、発泡スチロールあるいは発泡ウレタン等の合
成樹脂発泡体2を充填したもので、重量増を生じずに、
振動、騒音の低減を図ることができる。
In the embodiment shown in FIG. 1, a steel floor slab 1 as an ordinary lining slab is filled with a synthetic resin foam 2 such as styrofoam or urethane foam, without increasing the weight.
Vibration and noise can be reduced.

【0018】図1(a) は表からみた図であり、本実施例
では上面板1aとして、上面に縞状の突起を形成した縞
付き溝形鋼3を横方向に並べて溶接し、両側面にL形鋼
4、中央にCT形鋼5を溶接することで、下面が開放さ
れた略箱形断面の鋼製床版1を形成している。裏面から
みると、図1(b) に示すように、縞付き溝形鋼3の横方
向に横リブ6が設けられ、下面にはつなぎ材7やつなぎ
材を兼ねたすべり止め8、ゴムパッド9等が取り付けら
れている。
FIG. 1 (a) is a view as seen from the front. In this embodiment, as the top plate 1a, striped grooved steels 3 having striped projections formed on the top surface are welded side by side. By welding the L-shaped steel 4 and the CT-shaped steel 5 in the center, the steel floor slab 1 having a substantially box-shaped cross section with an open lower surface is formed. When viewed from the back side, as shown in FIG. 1 (b), horizontal ribs 6 are provided in the lateral direction of the striped channel steel 3, and the lower surface is provided with a connecting material 7 and a slip stopper 8 also serving as a connecting material, and a rubber pad 9 Etc. are attached.

【0019】合成樹脂発泡体2はこの略箱形断面の鋼製
床版1の空隙内に充填されており、充填の仕方として
は、成形されたものを、順次押し込む方法でも、鋼製床
版1の鋼部材を型枠の一部として、未成形の状態で充填
し、発泡させながら硬化させる方法でもよい。
The synthetic resin foam 2 is filled in the voids of the steel floor slab 1 having a substantially box-shaped cross section. As a method of filling, the formed products may be sequentially pushed in, or the steel floor slab may be pressed. Alternatively, a method of filling the steel member of No. 1 as a part of the mold in an unmolded state and hardening while foaming it may be used.

【0020】合成樹脂発泡体2は覆工版の鋼製部材の変
形とともに、変形し、その変形エネルギーで振動、騒音
に関するエネルギー吸収を行う。
The synthetic resin foam 2 is deformed along with the deformation of the steel member of the lining plate, and the deformation energy absorbs energy related to vibration and noise.

【0021】図2の実施例も覆工版としての鋼製床版1
に合成樹脂発泡体2を充填したもので、図中、10は端
部補剛材、11はクレーン等で吊り上げるための吊孔で
ある。
The embodiment shown in FIG. 2 is also a steel floor slab 1 as a lining plate.
In the figure, 10 is an end stiffening material, and 11 is a hanging hole for lifting with a crane or the like.

【0022】図3は覆工版としてのさらに他の実施例を
示したもので、上面板1aに加え、底板1b、両側の側
板1c、及び前後の側板1dを設け、6面完全密閉型と
している。裏面からみた図3(b) 中、12は充填孔、1
3は空気抜き孔であり、本実施例では充填孔12から発
泡モルタル14を充填し、覆工版の強度増加を図ってい
る。なお、同様の6面完全密閉型の場合において、図1
及び図2の実施例と同様、合成樹脂発泡体を充填する場
合もある。
FIG. 3 shows still another embodiment as a lining plate. In addition to the top plate 1a, a bottom plate 1b, side plates 1c on both sides, and front and rear side plates 1d are provided to form a six-sided completely sealed type. There is. In FIG. 3 (b) seen from the back side, 12 is a filling hole, 1
Reference numeral 3 is an air vent hole, and in this embodiment, the foam mortar 14 is filled from the filling hole 12 to increase the strength of the lining plate. In addition, in the case of the same 6-sided completely sealed type, as shown in FIG.
Also, as in the embodiment of FIG. 2, a synthetic resin foam may be filled.

【0023】図4は本発明の鋼製床版を、軟弱地盤用の
敷板に適用した場合の実施例を示したものである。覆工
版の場合に比べ、縞付き溝形鋼23を横方向に連結した
簡単な構造の鋼製床版21の下面に合成樹脂発泡体22
を取り付けて空隙部を充填した構造であり、軟弱地盤上
において浮力も得られる。図中、24は吊孔、25は連
結用横孔を示す。
FIG. 4 shows an embodiment in which the steel floor slab of the present invention is applied to a floor plate for soft ground. Compared with the case of the lining plate, the synthetic resin foam 22 is formed on the lower surface of the steel floor slab 21 having a simple structure in which striped grooved steel 23 is connected in the lateral direction.
It has a structure in which a space is attached to fill the voids, and buoyancy is also obtained on soft ground. In the figure, 24 is a hanging hole, and 25 is a lateral hole for connection.

【0024】図5は本発明の鋼製床版を、車両用桟橋の
床版に適用した場合の実施例を示したものである。縞付
き溝形鋼33を横方向に連結し、下面に底板31bを溶
接した構造の鋼製床版31の内部に合成樹脂発泡体32
を充填している。この場合、サンドイッチ版構造になる
ため、車両等の走行により版から発生する振動、騒音
を、合成樹脂発泡体32の充填がない場合に比べ大幅に
低減することができる。図中、34は吊孔、35は連結
用横孔を示す。
FIG. 5 shows an embodiment in which the steel floor slab of the present invention is applied to a floor slab of a vehicle pier. A synthetic resin foam 32 is provided inside a steel floor slab 31 having a structure in which striped channel steels 33 are laterally connected and a bottom plate 31b is welded to the lower surface.
Is being filled. In this case, because of the sandwich plate structure, vibration and noise generated from the plate due to running of the vehicle or the like can be significantly reduced as compared with the case where the synthetic resin foam 32 is not filled. In the figure, 34 is a hanging hole, and 35 is a lateral hole for connection.

【0025】[0025]

【発明の効果】 空隙部に合成樹脂発泡体や発泡モルタルを充填設置
したことで、鋼製床版上を車両等が走行する際の段差等
に基づく床版からの発生音、振動を大幅に低減すること
ができる。
[Effects of the Invention] By filling and installing the synthetic resin foam or the foam mortar in the voids, the noise and vibration generated from the floor slab due to the steps and the like when the vehicle etc. travels on the steel floor slab are greatly increased. It can be reduced.

【0026】 動的外力によって鋼製床版に生じてい
た応力集中が緩和され、特に充填した合成樹脂発泡体に
よって荷重が分散され、構成部材の疲労破壊の発生を抑
止する。
The stress concentration generated in the steel floor slab due to the dynamic external force is relaxed, and the load is dispersed by the filled synthetic resin foam, and the fatigue fracture of the constituent members is suppressed.

【0027】 上記、の効果は合成樹脂発泡体等
の軽量材の空隙部への充填により得られ、重量増になら
ず、作業上も支障がない。
The above effects are obtained by filling the voids with a lightweight material such as a synthetic resin foam, which does not increase the weight and does not hinder the work.

【0028】 6面完全密閉型床版においては、充填
物に発泡モルタルあるいは発泡コンクリートを用いるこ
とにより、床版自体の耐力を大幅に増加させることがで
きる。
In the 6-sided completely closed type floor slab, the proof stress of the floor slab itself can be significantly increased by using foamed mortar or foamed concrete for the filling material.

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

【図1】本発明を覆工版に適用した場合の一実施例を示
したもので、(a) は表からみた斜視図、(b) は裏からみ
た斜視図である。
1A and 1B show an embodiment in which the present invention is applied to a lining plate, wherein FIG. 1A is a front perspective view and FIG. 1B is a rear perspective view.

【図2】本発明を覆工版に適用した場合の他の実施例を
示したもので、(a) は表からみた斜視図、(b) は裏から
みた斜視図である。
2A and 2B show another embodiment in which the present invention is applied to a lining plate, FIG. 2A is a perspective view seen from the front, and FIG. 2B is a perspective view seen from the back.

【図3】本発明を覆工版に適用した場合のさらに他の実
施例を示したもので、(a) は表からみた斜視図、(b) は
裏からみた斜視図である。
3A and 3B show still another embodiment in which the present invention is applied to a lining plate, wherein FIG. 3A is a perspective view seen from the front and FIG. 3B is a perspective view seen from the back.

【図4】本発明を軟弱地盤用の敷板に適用した場合の実
施例を示す斜視図である。
FIG. 4 is a perspective view showing an embodiment when the present invention is applied to a floor plate for soft ground.

【図5】本発明を車両用桟橋の床版に適用した場合の実
施例を示す斜視図である。
FIG. 5 is a perspective view showing an embodiment when the present invention is applied to a floor slab of a vehicle pier.

【符号の説明】[Explanation of symbols]

1…鋼製床版、1a…上面板、1b…底板、1c,1d
…側板、2…合成樹脂発泡体、3…縞付き溝形鋼、4…
L形鋼、5…CT形鋼、6…横リブ、7…つなぎ材、8
…すべり止め、9…ゴムパッド、10…端部補剛材、1
1…吊孔、12…充填孔、13…空気抜き孔、14…発
泡モルタル、
1 ... Steel floor slab, 1a ... Top plate, 1b ... Bottom plate, 1c, 1d
... Side plates, 2 ... Synthetic resin foam, 3 ... Striped channel steel, 4 ...
L-shaped steel, 5 ... CT-shaped steel, 6 ... Horizontal ribs, 7 ... Connecting material, 8
... Slip prevention, 9 ... Rubber pad, 10 ... End stiffener, 1
1 ... Hanging hole, 12 ... Filling hole, 13 ... Air vent hole, 14 ... Foam mortar,

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 主として鋼製部材を組み立ててなる所定
厚の鋼製床版の空隙部に、合成樹脂発泡体を充填設置し
たことを特徴とする鋼製床版。
1. A steel floor slab, characterized in that a synthetic resin foam is filled and installed in a void portion of a steel floor slab having a predetermined thickness mainly formed by assembling steel members.
【請求項2】 前記鋼製床版は、上面板と、底板を有
し、前記上面板と底板との間に、合成樹脂発泡体が充填
されている請求項1記載の鋼製床版。
2. The steel floor slab according to claim 1, wherein the steel floor slab has a top plate and a bottom plate, and a synthetic resin foam is filled between the top plate and the bottom plate.
【請求項3】 前記鋼製床版は、上面板と、底板及び4
面の側板を有する6面密閉型の鋼製床版であり、密閉さ
れた内部空間に合成樹脂発泡体が充填されている請求項
1記載の鋼製床版。
3. The steel floor slab includes a top plate, a bottom plate, and 4
The steel floor slab of six-faced hermetic type having a side plate of the surface, wherein the hermetically sealed internal space is filled with a synthetic resin foam.
【請求項4】 請求項3記載の鋼製床版において、前記
合成樹脂発泡体の代わりに発泡モルタルまたは発泡コン
クリートが充填されていることを特徴とする鋼製床版。
4. The steel floor slab according to claim 3, wherein foamed mortar or foamed concrete is filled in place of the synthetic resin foam.
JP4066279A 1992-03-24 1992-03-24 Steel floor plate Pending JPH05272103A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4066279A JPH05272103A (en) 1992-03-24 1992-03-24 Steel floor plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4066279A JPH05272103A (en) 1992-03-24 1992-03-24 Steel floor plate

Publications (1)

Publication Number Publication Date
JPH05272103A true JPH05272103A (en) 1993-10-19

Family

ID=13311236

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4066279A Pending JPH05272103A (en) 1992-03-24 1992-03-24 Steel floor plate

Country Status (1)

Country Link
JP (1) JPH05272103A (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002097743A (en) * 2000-09-26 2002-04-05 Ishikawajima Harima Heavy Ind Co Ltd Structural composite materials
GB2367526A (en) * 2000-10-03 2002-04-10 Intelligent Engineering Sandwich plate panels for bridge decks
JP2003286707A (en) * 2002-03-28 2003-10-10 Topy Ind Ltd Floor slab for bridge and method for replacing floor slab
JP2004321371A (en) * 2003-04-23 2004-11-18 Matsushita Electric Ind Co Ltd Heating toilet seat
JP2006526720A (en) * 2003-06-04 2006-11-24 シューレンブルク−ボルフスブルク、ギュンツェル・グラフ・フォン・デア Rail structure for rail vehicles, especially railways
US7261932B2 (en) 1996-11-13 2007-08-28 Intelligent Engineering (Bahamas) Limited Composite structural laminate plate construction
JP2021050499A (en) * 2019-09-24 2021-04-01 株式会社タイセン工業 Floor panel for working platform
CN114737438A (en) * 2022-05-18 2022-07-12 谭卫平 Interchange structure for covering existing road on newly-built highway
JP7836456B1 (en) * 2025-11-07 2026-03-26 ヒロセ株式会社 Covering plate

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7261932B2 (en) 1996-11-13 2007-08-28 Intelligent Engineering (Bahamas) Limited Composite structural laminate plate construction
JP2002097743A (en) * 2000-09-26 2002-04-05 Ishikawajima Harima Heavy Ind Co Ltd Structural composite materials
GB2367526A (en) * 2000-10-03 2002-04-10 Intelligent Engineering Sandwich plate panels for bridge decks
GB2367526B (en) * 2000-10-03 2004-09-15 Intelligent Engineering Sandwich plate panels
US7207079B2 (en) 2000-10-03 2007-04-24 Intelligent Engineering (Bahamas) Limited Bridge deck panels, fabrication methods and use
JP2003286707A (en) * 2002-03-28 2003-10-10 Topy Ind Ltd Floor slab for bridge and method for replacing floor slab
JP2004321371A (en) * 2003-04-23 2004-11-18 Matsushita Electric Ind Co Ltd Heating toilet seat
JP2006526720A (en) * 2003-06-04 2006-11-24 シューレンブルク−ボルフスブルク、ギュンツェル・グラフ・フォン・デア Rail structure for rail vehicles, especially railways
JP2021050499A (en) * 2019-09-24 2021-04-01 株式会社タイセン工業 Floor panel for working platform
CN114737438A (en) * 2022-05-18 2022-07-12 谭卫平 Interchange structure for covering existing road on newly-built highway
JP7836456B1 (en) * 2025-11-07 2026-03-26 ヒロセ株式会社 Covering plate

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