JP2671706B2 - Steel lining board - Google Patents

Steel lining board

Info

Publication number
JP2671706B2
JP2671706B2 JP10348792A JP10348792A JP2671706B2 JP 2671706 B2 JP2671706 B2 JP 2671706B2 JP 10348792 A JP10348792 A JP 10348792A JP 10348792 A JP10348792 A JP 10348792A JP 2671706 B2 JP2671706 B2 JP 2671706B2
Authority
JP
Japan
Prior art keywords
main
steel
girder
lining plate
steel lining
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
JP10348792A
Other languages
Japanese (ja)
Other versions
JPH05280007A (en
Inventor
宏 中村
衛 井澤
雅之 湯川
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 JP10348792A priority Critical patent/JP2671706B2/en
Publication of JPH05280007A publication Critical patent/JPH05280007A/en
Application granted granted Critical
Publication of JP2671706B2 publication Critical patent/JP2671706B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】この発明は、重量物を支承する作
業床、橋梁等の床、仮設用道路等を構成するために用い
られる鋼製覆工板に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a steel lining plate used to construct work floors for supporting heavy objects, floors for bridges, temporary roads, and the like.

【0002】[0002]

【従来の技術】従来の上記目的に用いられる鋼製覆工板
としては、例えば溝形鋼を用いた鋼製覆工板、あるいは
H形鋼を用いた鋼製覆工板が一般的である。これらは多
くの形鋼を溶接またはボルト・ナットでつなぎ合わせた
構造となっており、表面はアスファルト舗装を施したも
のと鋼製表面のままの2種類があり、裏面はゴムパット
や滑り止めを施したものが一般に使用されている。
2. Description of the Related Art As a conventional steel lining plate used for the above purpose, for example, a steel lining plate using channel steel or a steel lining plate using H-shaped steel is generally used. . These have a structure in which many shaped steels are welded or joined together with bolts and nuts. There are two types of surfaces, which are asphalt pavement and steel surface, and the back surface is rubber pad or non-slip. The ones that are used are generally used.

【0003】例えば図8に示すごとく、溝形鋼11−1
を数本並列してボルト・ナットおよび補強プレート等に
よって結合して本体11を構成し、この本体の上面にア
スファルト舗装11−2を施したもの、あるいは図9に
示すごとく、H形鋼12−1を数本並列しその接合面を
溶接して一体化して本体12を構成し、この本体の上面
にアスファルト舗装12−3を施したもの等が知られて
いる。
For example, as shown in FIG. 8, channel steel 11-1.
Which are connected in parallel by bolts / nuts, reinforcing plates, etc. to form a main body 11 and asphalt pavement 11-2 is applied to the upper surface of the main body, or as shown in FIG. The main body 12 is formed by arranging several 1's in parallel and welding their joint surfaces to integrate them.
Such as those subjected to asphalt paving 12-3 has been known to.

【0004】[0004]

【発明が解決しようとする課題】図8、図9に示すよう
な従来の一般的な鋼製覆工板は、多くの形鋼を溶接ある
いはボルト・ナットでつないで一体化するため、加工工
数が多くかつ構成部材も多いため重量物となり搬送や設
置に多大な労力と時間を要する。また、従来のものは閉
断面構造となっているため、内部が全く見えずかつ表面
構造も繁雑なため溶接部の状態、ボルト・ナットの弛み
や破損状況等を十分に確認することができず、耐久性や
強度の維持管理が難しい。そのため、従来の鋼製覆工板
は安全性の面でも十分な注意をはらう必要があった。
Since the conventional general steel lining plate as shown in FIGS. 8 and 9 is integrated by welding or connecting many shaped steels with bolts and nuts, the number of processing steps is increased. Since it is heavy and has many constituent members, it becomes a heavy object and requires a great deal of labor and time for transportation and installation. In addition, since the conventional one has a closed cross-section structure, the inside cannot be seen at all and the surface structure is complicated, so it is not possible to fully check the condition of the welded part, the looseness and damage of the bolts and nuts, etc. , Maintenance of durability and strength is difficult. Therefore, it has been necessary to pay sufficient attention to safety in the conventional steel lining plate.

【0005】この発明は、従来のこのような問題点に鑑
み、構造が比較的簡単でかつ強度および耐久性に優れ、
かつ加工工数の削減および重量の軽減がはかられる鋼製
覆工板を提供しようとするものである。
In view of such problems of the prior art, the present invention has a relatively simple structure and is excellent in strength and durability.
Moreover, the present invention intends to provide a steel lining plate that can reduce the number of processing steps and the weight.

【0006】[0006]

【課題を解決するための手段】この発明に係る鋼製覆工
板は、主桁および横桁に断面箱形、H形、溝形等の形鋼
を用いるとともに、床板として鋼製バックルプレートを
用いたもので、その要旨は、各種形鋼からなる主桁を間
隔を置いて平行に配置し、該主桁の両端部及び中央部に
各種形鋼からなる横桁を配しその両端を主桁に溶接して
2つの空間部を有する本体枠を構成し、前記2つの空間
部に、底面が三角形状となしその両側辺に、前記三角形
状の底面の頂点側の高さが横桁の高さとほぼ同一で、該
底面の底辺側の高さが頂点側よりも短い折曲げ片を有
し、該空間と同一広さの鋼製バックルプレートを前記折
曲げ片の上面が主桁の上面と面一となるように本体枠に
溶接にて取着し、該バックルプレート上に樹脂系発泡材
またはコンクリートまたはアスファルトからなる充填材
を本体枠上面と面一に打設し、その上に適当厚さのアス
ファルト層またはコンクリート層または樹脂系発泡材層
からなる舗装体を本体枠上面全体に施してなる鋼製覆工
板である。
A steel lining plate according to the present invention uses shaped steel such as box-shaped, H-shaped, and groove-shaped cross sections for a main girder and a transverse girder, and uses a steel buckle plate as a floor plate. The gist is that the main girders made of various shaped steels are arranged in parallel at intervals, and the transverse girders made of various shaped steels are arranged at both ends and the central part of the main girders. A main body frame having two space portions is formed by welding to a girder, and the bottom surface has a triangular shape in the two space portions, and the triangles are provided on both sides thereof.
The height of the apex side of the bottom of the shape is almost the same as the height of the cross beam,
There is a bent piece whose height on the bottom side of the bottom is shorter than that on the top side.
Then, fold the steel buckle plate that is the same size as the space
Place the body frame so that the upper surface of the bent piece is flush with the upper surface of the main girder.
It is attached by welding, and a resin foam material or a filler made of concrete or asphalt is placed flush with the upper surface of the main body frame on the buckle plate , and an asphalt layer or concrete layer or resin having an appropriate thickness is placed thereon. It is a steel lining plate obtained by applying a pavement made of a foam layer to the entire upper surface of the main frame.

【0007】[0007]

【作用】主桁および横桁には断面箱形鋼、H形鋼、溝形
鋼を用い、これらの部材を縦横に配して本体枠を構成す
る。この本体枠は、所要の間隔を置いて平行に配置した
2本の主桁の両端部に横桁を溶接して矩形の枠体を構成
し、さらにこの枠体の中央部に両端部の横桁と平行に同
じ横桁を溶接して構成しているので、本体枠の強度は十
分に保持される。また、この本体枠の左右の空間部にそ
の両端部を端部と中央の横桁に溶接して取付けた鋼製バ
ックルプレートにより床板を構成しているので、本体枠
に作用する輪荷重を当該バックルプレートの膜力で抵抗
させることができ、優れた引張強度が得られる。また、
充填材は上記バックルプレート内だけに充填するため、
その充填材にコンクリートやアスファルトを用いても構
成部材の数量減による鋼材重量の軽減効果により従来の
鋼製覆工板よりは軽量であり、特に充填材に樹脂系発泡
材を用いた場合には、覆工板全体の重量が大幅に軽減さ
れる。また、覆工板の底面が開放されているため内部の
状況を容易に確認することができ、メンテナンス上も有
利である。さらに、構成部材の減少により加工工数が少
なくて済み組立ても比較的簡単である。
The main girder and the transverse girder are made of box-shaped steel, H-shaped steel and grooved steel in cross section, and these members are arranged vertically and horizontally to form the main frame. This main body frame is constructed by welding transverse girders to both ends of two main girders arranged in parallel at a required interval to form a rectangular frame body, and further to the center of the frame body, the lateral sides of the both ends. Since the same transverse girder is welded in parallel with the girder, the strength of the main body frame is sufficiently maintained. In addition, since the floor plate is made up of steel buckle plates that are attached by welding both ends to the end and the center transverse beam in the left and right space of the body frame, the wheel load acting on the body frame is It can be resisted by the film force of the buckle plate, and excellent tensile strength can be obtained. Also,
Since the filling material is filled only in the buckle plate,
Even if concrete or asphalt is used as the filling material, it is lighter than the conventional steel lining plate due to the effect of reducing the weight of the steel material due to the reduction in the number of components, and especially when the resin-based foam material is used as the filling material. , The weight of the entire lining plate is greatly reduced. Moreover, since the bottom surface of the lining plate is open, the internal condition can be easily checked, which is advantageous in terms of maintenance. Further, since the number of constituent members is reduced, the number of processing steps is small and the assembly is relatively easy.

【0008】[0008]

【実施例】図1〜図7はこの発明に係る鋼製覆工板の構
造を例示したもので、図1は主桁および横桁に断面箱形
鋼を用いた鋼製覆工板の本体枠を示す平面図、図2は図
1AーA線上の縦断正面図、図3は同上の鋼製覆工板を
示す正面図、図4は主桁および横桁にH形鋼を用いた鋼
製覆工板の本体枠を示す平面図、図5は同上の鋼製覆工
板を示す正面図、図6は主桁および横桁に溝形鋼を用い
た鋼製覆工板の本体枠を示す平面図、図7は同上の鋼製
覆工板を示す正面図であり、1は本体枠、1−1は主
桁、1−2、1−3は横桁、2はバックルプレート、3
は充填材、4は舗装体である。
1 to 7 exemplify the structure of a steel lining plate according to the present invention. FIG. 1 shows the main body of a steel lining plate using box-shaped steel for main girders and transverse girders. FIG. 2 is a plan view showing a frame, FIG. 2 is a vertical sectional front view on the line of FIG. 1A-A, FIG. 3 is a front view showing a steel lining plate of the same, and FIG. The top view which shows the main body frame of a lining plate, FIG. 5 is the front view which shows the steel lining plate same as the above, FIG. 6 is the main frame of the steel lining plate which used the grooved steel for the main girder and cross girder. 7 is a front view showing a steel lining plate of the same as above, 1 is a main frame, 1-1 is a main girder, 1-2, 1-3 are lateral girders, 2 is a buckle plate, Three
Is a filler and 4 is a pavement.

【0009】鋼製覆工板の本体枠1は主桁1−1、横桁
1−2に断面箱形鋼、H形鋼、溝形鋼のいずれを用いた
場合も同じ構造であり、長辺を構成する2本の主桁1−
1と短辺を構成する2本の横桁1−2と中央の横桁1−
3をそれぞれ溶接により一体化し、中央の横桁1−3に
より仕切られた左右の空間部5にバックルプレート2を
溶接して取付ける。このバックルプレート2は図示のご
とく、本体枠1の両端部の横桁1−2と中央に配した横
桁1−3間の距離と同一長さを有する三角形状の底面2
−1と、この底面の両側2辺に該底面2−1の頂点側の
高さが中央の横桁1−3の高さとほぼ同一で、該底面2
−1の底辺側の高さが頂点側よりも短い折曲げ片2−2
を有し、前記空間部と同一広さの矩形の鋼板で構成され
ており、それぞれ本体枠1の主桁1−1および横桁1−
2に前記折曲げ片2−2の上面が主桁1−1の上面と面
一となるように溶接にて取着している。この場合、バッ
クルプレート2の向きは図示とは逆に三角形状の底辺側
を中央の横桁1−3側に、頂点側を端部の横桁1−2側
にして取付けてもよい。2−3は折曲げ線である。
The main body frame 1 of the steel lining plate has the same structure regardless of whether the main girder 1-1 and the cross girder 1-2 are box-section steel, H-section steel or channel steel. Two main girders that make up the side 1-
1 and two horizontal girders 1-2 constituting the short side and the central girder 1-
3 are integrated by welding, and the buckle plates 2 are attached by welding to the left and right space portions 5 partitioned by the central cross beam 1-3. This buckle plate 2 is, as shown in the figure, a horizontal girder 1-2 at both ends of the main body frame 1 and a lateral girder arranged in the center.
Triangular bottom surface 2 having the same length as the distance between the digits 1-3
-1 and the two sides of this bottom face on the apex side of the bottom face 2-1.
The height is almost the same as that of the central cross girder 1-3, and the bottom surface 2
Bending piece 2-2 whose height on the bottom side of -1 is shorter than that on the apex side
And is composed of a rectangular steel plate having the same width as the space.
The main girder 1-1 and the horizontal girder 1 of the main body frame 1 respectively.
2, the upper surface of the bent piece 2-2 and the upper surface of the main girder 1-1.
It is attached by welding so that it becomes one. In this case, the direction of the buckle plate 2 may be opposite to that shown in the drawing such that the bottom side of the triangular shape is on the side of the central cross beam 1-3 and the apex side is on the side of the end cross beam 1-2. 2-3 is a bending line.

【0010】本体枠1にバックルプレート2を取付ける
と、次はこのバックルプレート内に充填材3を本体枠上
面と面一に打設する。この充填材としては、樹脂系発泡
材、コンクリート、アスファルト等を用いる。樹脂系発
泡材としては、発泡スチロール、発泡ウレタン等が好適
である。この充填材打設後は、その上にアスファルトあ
るいはコンクリート(無筋)等からなる舗装体4を施し
て製品となる。なお、充填材と舗装材は適当に組合わせ
て用いることができる。例えば、充填材にコンクリー
ト、舗装材にアスファルト、充填材および舗装材共に
コンクリート、充填材にアスファルト、舗装材に発泡
材、舗装材にコンクリート、充填材に発泡材、充填
材および舗装材共にアスファルト等のケースが考えられ
る。
When the buckle plate 2 is attached to the body frame 1, the filler 3 is then placed in the buckle plate flush with the upper surface of the body frame. As the filler, a resin foam material, concrete, asphalt, or the like is used. Styrofoam, urethane foam and the like are suitable as the resin foam material. After the filling material is cast, a pavement body 4 made of asphalt, concrete (unreinforced) or the like is applied thereon to obtain a product. The filler and the paving material can be used in an appropriate combination. For example, concrete as filler, asphalt for pavement, concrete for filler and pavement, asphalt for filler, foam for pavement, concrete for pavement, foam for filler, asphalt for filler and pavement, etc. The case of is possible.

【0011】図4、図5に示すH形鋼使用例、図6およ
び図7に示す溝形鋼使用例の場合も上記と同様、主桁1
−1および横桁1−2にH形鋼または溝形鋼を用いて本
体枠1を構成し、左右の空間部5内にバックルプレート
を溶接して取付け、該バックルプレート2内に充填材
3を打設した後、舗装体4を施す。なお、舗装体を施し
易くするために、本体枠の上面周縁に舗装体の厚みに応
じた高さの板部材を突設してもよい。
In the case of the H-shaped steel use examples shown in FIGS. 4 and 5, and the channel-shaped steel use examples shown in FIGS.
-1 and the horizontal girders 1-2 are made of H-shaped steel or channel steel to form the main body frame 1, and the buckle plates are provided in the left and right space portions 5.
2 is attached by welding, the filler 3 is placed in the buckle plate 2, and then the pavement 4 is applied. In order to make it easy to apply the pavement, a plate member having a height corresponding to the thickness of the pavement may be provided on the peripheral edge of the upper surface of the main body frame.

【0012】[0012]

【発明の効果】この発明に係る鋼製覆工板は、上記のご
とく、形鋼からなる2本の主桁と3本の横桁により構成
された矩形の本体枠と2個の鋼製バックルプレート、バ
ックルプレートに打設する充填材と表面舗装体とで構成
されたものであり、多数の形鋼を溶接やボルト・ナット
等でつなぎ合わせて構成された従来の鋼製覆工板に比
べ、構造が簡単で構成部材が少ないため軽量で、かつ加
工工数も少ないため組立ても簡単である。また、バック
ルプレートの作用により輪荷重に対する強度も優れ、し
かも覆工板の底面が開放されて内部が確認できる構造と
なっているのでメンテナンス上も有利であり、耐久性や
強度の維持管理を容易に行うことができる等、構造簡単
にして多くの効果を奏するものである。
As described above, the steel lining plate according to the present invention has a rectangular main frame composed of two main girders of shaped steel and three transverse girders, and two steel buckles. It is composed of a filler to be placed on a plate and a buckle plate and a surface pavement.Compared with a conventional steel lining plate composed of many shaped steels welded or joined by bolts, nuts, etc. Since the structure is simple and the number of constituent members is small, it is lightweight, and since the number of processing steps is small, it is easy to assemble. In addition, due to the action of the buckle plate, it has excellent strength against wheel loads, and the bottom of the lining plate is open so that the inside can be checked, which is advantageous for maintenance and easy maintenance of durability and strength. The structure is simple and many effects can be obtained.

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

【図1】主桁および横桁に断面箱形鋼を用いた鋼製覆工
板の本体枠を示す平面図である。
FIG. 1 is a plan view showing a main frame of a steel lining plate using box-shaped steel sections in main girders and cross girders.

【図2】図1のAーA線上の縦断正面図である。FIG. 2 is a vertical sectional front view taken along line AA of FIG. 1;

【図3】同上の鋼製覆工板を示す図1のAーA線上の縦
断正面図である。
FIG. 3 is a vertical sectional front view taken along the line AA of FIG. 1 showing the steel lining plate of the above.

【図4】主桁および横桁にH形鋼を用いた鋼製覆工板の
本体枠を示す平面図である。
FIG. 4 is a plan view showing a main frame of a steel lining plate using H-shaped steel for main girders and transverse girders.

【図5】同上の鋼製覆工板を示す図4のAーA線上の縦
断正面図である。
5 is a vertical sectional front view taken along the line AA of FIG. 4 showing the steel lining plate of the same.

【図6】主桁および横桁に溝形鋼を用いた鋼製覆工板の
本体枠を示す平面図である。
FIG. 6 is a plan view showing a main frame of a steel lining plate using grooved steel for main girders and transverse girders.

【図7】同上の鋼製覆工板を示す図6のAーA線上の縦
断正面図である。
FIG. 7 is a vertical sectional front view taken along the line AA of FIG. 6 showing the steel lining plate of the same.

【図8】従来の鋼製覆工板の一例を示す正面図である。FIG. 8 is a front view showing an example of a conventional steel lining plate.

【図9】従来の鋼製覆工板の一例を示す正面図である。FIG. 9 is a front view showing an example of a conventional steel lining plate.

【符号の説明】[Explanation of symbols]

1 本体枠 1−1 主桁 1−2 横桁 1−3 中央の横桁 2 バックルプレート 3 充填材 4 舗装体 1 Body frame 1-1 Main girder 1-2 Transverse girder 1-3 Central transverse girder 2 Buckle plate 3 Filler 4 Pavement

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 各種形鋼からなる主桁を間隔を置いて平
行に配置し、該主桁の両端部及び中央部に各種形鋼から
なる横桁を配しその両端を主桁に溶接して2つの空間部
を有する本体枠を構成し、前記2つの空間部に、底面が
三角形状となしその両側辺に、前記三角形状の底面の頂
点側の高さが横桁の高さとほぼ同一で、該底面の底辺側
の高さが頂点側よりも短い折曲げ片を有し、該空間と同
一広さの鋼製バックルプレートを前記折曲げ片の上面が
主桁の上面と面一となるように本体枠に溶接にて取着
し、該バックルプレート上に樹脂系発泡材またはコンク
リートまたはアスファルトからなる充填材を本体枠上面
と面一に打設し、その上に適当厚さのアスファルト層ま
たはコンクリート層または樹脂系発泡材層からなる舗装
体を本体枠上面全体に施してなる鋼製覆工板。
1. Main girders made of various shaped steels are arranged in parallel at intervals, and transverse girders made of various shaped steels are arranged at both ends and a central portion of the main girder, and both ends thereof are welded to the main girder. To form a main body frame having two space portions, and the bottom surface in the two space portions.
Triangular shape, and the top of the triangular base on both sides
The height of the point side is almost the same as the height of the cross beam, and the bottom side of the bottom surface
Has a bent piece whose height is shorter than that of the apex side,
Attach a wide steel buckle plate to the top of the bent piece.
Attached by welding to the main frame so that it is flush with the top surface of the main girder
Then, a filler made of resin foam or concrete or asphalt is cast on the buckle plate so as to be flush with the upper surface of the main body frame, and an asphalt layer or concrete layer or resin foam layer having an appropriate thickness is formed thereon. A steel lining plate made by applying the pavement on the entire top surface of the main frame.
JP10348792A 1992-03-30 1992-03-30 Steel lining board Expired - Fee Related JP2671706B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10348792A JP2671706B2 (en) 1992-03-30 1992-03-30 Steel lining board

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10348792A JP2671706B2 (en) 1992-03-30 1992-03-30 Steel lining board

Publications (2)

Publication Number Publication Date
JPH05280007A JPH05280007A (en) 1993-10-26
JP2671706B2 true JP2671706B2 (en) 1997-10-29

Family

ID=14355368

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10348792A Expired - Fee Related JP2671706B2 (en) 1992-03-30 1992-03-30 Steel lining board

Country Status (1)

Country Link
JP (1) JP2671706B2 (en)

Also Published As

Publication number Publication date
JPH05280007A (en) 1993-10-26

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