JP3325872B2 - Concrete composite cast iron lid - Google Patents

Concrete composite cast iron lid

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Publication number
JP3325872B2
JP3325872B2 JP2000044403A JP2000044403A JP3325872B2 JP 3325872 B2 JP3325872 B2 JP 3325872B2 JP 2000044403 A JP2000044403 A JP 2000044403A JP 2000044403 A JP2000044403 A JP 2000044403A JP 3325872 B2 JP3325872 B2 JP 3325872B2
Authority
JP
Japan
Prior art keywords
lid
concrete
cast iron
reinforcing
outer peripheral
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
JP2000044403A
Other languages
Japanese (ja)
Other versions
JP2001234554A (en
Inventor
啓二 白山
成弘 岸本
吉田  智
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.)
Kogi Corp
Original Assignee
Kogi Corp
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 Kogi Corp filed Critical Kogi Corp
Priority to JP2000044403A priority Critical patent/JP3325872B2/en
Publication of JP2001234554A publication Critical patent/JP2001234554A/en
Application granted granted Critical
Publication of JP3325872B2 publication Critical patent/JP3325872B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、電線共同溝(CC
B)用蓋、情報ボックス用蓋、マンホール用蓋等に、コ
ンクリートと鋳鉄とを用いたコンクリート複合鋳鉄蓋に
関する。
TECHNICAL FIELD The present invention relates to an electric wire joint groove (CC).
B) The present invention relates to a concrete composite cast iron lid using concrete and cast iron for a lid for an information box, a lid for a manhole, and the like.

【0002】[0002]

【従来の技術】従来のこの種のものとしては、図4に示
すような構成のものが知られている。すなわち、その蓋
1は、枠2と、鉄筋3と、鉄筋保持部4と、図示してい
ないコンクリート及び上面タイル等で構成されている。
枠2は、鋼板製で、略L字型の断面を有する部材で所定
の蓋の大きさに、例えば長方形に形成されている。鉄筋
3は、上側鉄筋3aと、下側鉄筋3bとで構成され、それ
ぞれに丸棒状の鉄筋部材5が格子状に結合されたもので
あり、鉄筋部材5の端部が、枠2に設けた鉄筋保持部4
に保持されている。鉄筋保持部4は鉄筋部材5と同様な
丸棒状のものをL字型に屈曲させたものを、枠2の内側
に溶接により取り付けてある。鉄筋保持部材4と鉄筋部
材5との間も溶接されている。そして、この枠2の内側
にコンクリートを充填し、上面に例えばタイルを設置し
て完成する。
2. Description of the Related Art As this kind of the related art, there is known a structure as shown in FIG . That is, the lid 1 is composed of a frame 2, a reinforcing bar 3, a reinforcing bar holding portion 4, concrete and a top tile (not shown), and the like.
The frame 2 is made of a steel plate, has a substantially L-shaped cross section, and has a predetermined lid size, for example, a rectangular shape. The reinforcing bar 3 is composed of an upper reinforcing bar 3a and a lower reinforcing bar 3b, each having a round bar-shaped reinforcing bar member 5 joined in a lattice shape, and an end portion of the reinforcing bar member 5 provided on the frame 2. Reinforcing bar holder 4
Is held in. The rebar holding part 4 is formed by bending a round bar-shaped member similar to the rebar member 5 into an L-shape, and is attached to the inside of the frame 2 by welding. The rebar holding member 4 and the rebar member 5 are also welded. Then, the inside of the frame 2 is filled with concrete, and for example, tiles are installed on the upper surface to complete the process.

【0003】[0003]

【発明が解決しようとする課題】前述した従来のふた
は、鉄筋3とコンクリートで強度を確保しているため、
厚さが大きく、重量も大きいから取り扱いが不便であ
る。また、外周を構成している枠2及び鉄筋3が鋼製で
あるため、腐食されやすく、耐久性に問題がある。ま
た、鉄筋3の組み立て及び取り付けに手間がかかり、取
り付けが溶接であるために歪が生じやすく、精度がよく
ない。特に、使用状態において、蓋と受け枠との間に不
規則な隙間ができて外観が好ましくなく、商品価値が劣
り、雨水も流入しやすい。このようなことから、本発明
は、耐久性に優れ、製造しやすく、外観の優れた蓋を提
供することを目的とする。
The conventional lid described above secures strength with the reinforcing steel 3 and concrete,
It is inconvenient to handle because it is thick and heavy. Further, since the frame 2 and the reinforcing bar 3 constituting the outer periphery are made of steel, they are easily corroded, and there is a problem in durability. In addition, it takes time to assemble and attach the reinforcing bar 3, and since the attachment is welding, distortion is likely to occur, and the accuracy is not good. In particular, in the use state, an irregular gap is formed between the lid and the receiving frame, so that the appearance is not preferable, the commercial value is inferior, and rainwater easily flows in. Accordingly, an object of the present invention is to provide a lid that is excellent in durability, easy to manufacture, and excellent in appearance.

【0004】[0004]

【課題を解決するための手段】本発明の手段は、所定の
開口を閉じる板状体に形成された蓋であって、外周部
と、その外周部の内側に設けたコンクリート部と、その
コンクリートの補強部と、を有し、前記外周部と補強部
とが、鋳鉄製の一体構造物であり、しかも、前記外周部
には、上向き面を形成するような内側段差を内面に二段
形成した構成の部分を有し、且つ、前記補強部は、中立
軸より下方の位置に設けられてその上面が下方側の内側
段差と略面一であることを特徴とする。
The present invention provides a cover formed in a plate-like body that closes a predetermined opening, comprising: an outer peripheral portion; a concrete portion provided inside the outer peripheral portion; It has a reinforcement portion, and the outer peripheral portion and the reinforcing portion is Ri integral structure der cast iron, moreover, the peripheral portion
Has an inner step that forms an upward facing surface
Having a portion of the formed configuration, and the reinforcing portion is neutral
It is provided at a position below the axis, and its upper surface is on the lower side inside
You wherein the step and is substantially flush.

【0005】従来の枠及び鉄筋保持部に相当する部分
と、鉄筋に相当する部分とを鋳鉄製の一体構造物とした
から、溶接の必要がなく、歪の少ない、精度のよいもの
を、容易に製造できる。また、従来の鋼製の物と比べ
て、腐食され難く、耐久性に優れている。
[0005] Since a portion corresponding to the conventional frame and the reinforcing bar holding portion and a portion corresponding to the reinforcing bar are formed as an integrated structure made of cast iron, it is possible to easily obtain a high-precision one which does not require welding, has little distortion and has little distortion. Can be manufactured. Further, it is hardly corroded and has excellent durability as compared with conventional steel products.

【0006】前記手段において、前記補強部が前記外周
部の内側の空間を横切って設けられ上下に貫通した多数
の孔を有する構成とするのがよい。この構成では補強部
がコンクリート部に完全に埋設された構成である場合
に、補強部の下側のコンクリート部が多数の孔内にある
コンクリート部を介して上側のコンクリート部と結合さ
れ、コンクリート部にひび割れが生じた場合に脱落し難
い。
[0006] In the means, not good that a structure in which the reinforcing portion has a plurality of holes provided across the inner space penetrating in the up and down of the outer peripheral portion. In this configuration, when the reinforcing portion is completely buried in the concrete portion, the lower concrete portion of the reinforcing portion is connected to the upper concrete portion via the concrete portions in many holes, and the concrete portion is It is difficult to fall off when cracks occur.

【0007】前記手段において、前記補強部が、格子状
に形成されている構成とするのがよい。この構成では同
一平面に、格子の縦部材及び横部材が同じ厚さ範囲内に
一体に設けられるから、強度に優れ、比較的薄く形成で
きる。
[0007] In the means, the reinforcing portion is not good that a structure which is formed in a lattice shape. In this configuration, the vertical and horizontal members of the lattice are integrally provided within the same thickness range on the same plane, so that they are excellent in strength and can be formed relatively thin.

【0008】前記手段において、前記格子状に形成され
ている部分の桟に相当する部分であって、直線状に伸延
して両端が前記外周部に達している幾つかが、他のもの
よりも上下方向の厚さ寸法を大きく形成されている構成
とするのがよい。この構成では、蓋の要所を断面二次モ
ーメントの大きいものとすることができるので、蓋上面
の荷重に対して、よりたわみを少なくでき、蓋下面付近
のコンクリートの歪を小さくし、引っ張り応力の発生を
押さえることができる。従って、蓋下面付近のコンクリ
ートが、上面に作用する荷重によってひび割れ難い。
[0008] In the above means, some of the portions corresponding to the bars of the portion formed in the lattice shape, which extend linearly and have both ends reaching the outer peripheral portion, are better than others. vertical have good that a structure which is formed a thickness dimension larger. In this configuration, the key points of the lid can be made to have a large moment of inertia, so that the deflection on the top surface of the lid can be reduced, the concrete strain near the bottom surface of the lid can be reduced, and the tensile stress can be reduced. Can be suppressed. Therefore, the concrete near the lower surface of the lid is not easily cracked by the load acting on the upper surface.

【0009】前記手段において、前記補強部が、前記板
状体の上面に加わる荷重に対して引っ張り作用を受ける
位置に設けられている構成とするのがよい。この構成で
は引っ張り作用を受ける位置は、梁でいう中立軸に相当
する位置よりも下方である。蓋上面に下向き荷重が作用
したとき引っ張り力を受けるが、伸びが従来の鉄筋より
も少なく、従って下面付近のコンクリートにひび割れが
生じにくい。
[0009] In the means, the reinforcing portion is not good that a structure is provided in a position subjected to the action tensile against the load applied to the upper surface of the plate-like body. In this configuration, the position receiving the pulling action is below the position corresponding to the neutral axis of the beam. Although a tensile force is applied when a downward load is applied to the upper surface of the cover, the elongation is smaller than that of a conventional reinforcing bar, and therefore, cracks are not easily generated in the concrete near the lower surface.

【0010】前記手段において、前記格子状の部分の各
桟に相当する部分の断面形状が、下方に拡大した形状で
ある構成とするのがよい。この構成ではコンクリートに
ひび割れが生じたときに落下し難い。これは補強部がや
や複雑な形状になるが、鋳造は可能であるから、それほ
ど製造が困難にはならない。
[0010] In the means, the cross-sectional shape of the portion corresponding to the crosspiece of the lattice-shaped part, not good that a structure is an enlarged shape downward. With this configuration, it is difficult for concrete to fall when cracks occur. In this case, the reinforcing portion has a slightly complicated shape, but since casting is possible, manufacturing is not so difficult.

【0011】前記手段において、前記外周部が、外周面
の前記板状体厚さ方向途中に下面を形成するような段差
を設けてその下面を蓋受け枠に支持される被支持部とし
た構成とするのがよい。この構成では外周部が嵌入する
開口を備えた蓋受け枠に蓋が装着されてその開口を閉じ
る場合、蓋の外周部に嵌入する外周の嵌入長さ寸法、つ
まり外周の蓋厚み方向の寸法が長いと開閉が困難になり
やすい。段差を設けて被支持部としたことにより、実質
的に外周部の嵌入長さが短くなるから、蓋の開閉が容易
であるものとすることができる。そして、段差を設けた
ことにより、外周の鋳物の肉厚が過度に厚くなりやすい
ことを防止できる。
In the above means, the outer peripheral portion may be provided with a step such that a lower surface is formed midway in the thickness direction of the plate-like body on the outer peripheral surface, and the lower surface is a supported portion supported by a lid receiving frame. not good that the. In this configuration, when the lid is mounted on the lid receiving frame having an opening into which the outer peripheral portion is fitted and the opening is closed, the fitting length dimension of the outer periphery fitted into the outer peripheral portion of the lid, that is, the dimension of the outer peripheral lid thickness direction is changed. If it is long, opening and closing tends to be difficult. By providing the step to provide the supported portion, the fitting length of the outer peripheral portion is substantially shortened, so that the lid can be easily opened and closed. And, by providing the step, it is possible to prevent the thickness of the outer casting from easily becoming excessively thick.

【0012】前記手段において、前記外周部が、外面を
上方から下方内側へ傾斜させて形成し、内面を上端から
下方に向かう途中まで外面に略平行して下方内側へ傾斜
させて形成し、前記途中に上向き面を形成するような内
側段差を形成し、その内側段差から下端までを下方外側
へ傾斜させて形成した構成であり、前記傾斜が、鋳型製
作における模型の抜き勾配に略相当する角度である構成
とするのがよい。この構成では、型成型における模型の
抜き勾配を確保しながら、内側段差があることによって
これがコンクリート部の支えとして作用し、更に内面の
傾斜がコンクリート部とテーパ嵌合状態を呈するので、
外周部とコンクリート部とのより強力な結合状態が得ら
れる。
[0012] In the above means, the outer peripheral portion is formed by inclining an outer surface from the upper side to the lower inner side, and is formed by inclining the inner surface to the lower inner side substantially in parallel with the outer surface to a part of the way from the upper end to the lower side. An inner step which forms an upward surface in the middle is formed by inclining downward from the inner step to the lower end, and the inclination is substantially equivalent to a draft angle of a model in mold production. configuration and to is not good at. In this configuration, while maintaining the draft angle of the model in the mold molding, due to the presence of the inner step, this acts as a support for the concrete part, and the inclination of the inner surface exhibits a tapered fitting state with the concrete part,
A stronger connection between the outer peripheral portion and the concrete portion is obtained.

【0013】[0013]

【発明の実施の形態】本発明の実施の形態を図1,2を
用いて説明する。このコンクリート複合鋳鉄蓋は10、
外周部11と、補強部12と、内側に充填されたコンク
リート部13及び表面材としてのタイル14からなる。
外周部11は、この実施の形態では長方形に形成され、
一方の対向する2辺を構成する部分11aが、図1
(a)、(c)、(d),及び図2(b)に示すよう
に、蓋の全厚さ寸法に対応した上下方向の幅を有し、他
の2辺を構成する部分11bが、図1(a)、(b)、
及び図2(a)に示すように、厚さ方向の途中に下側が
所定幅内側へ欠如した形の段部を有し、この段部を被支
持部15とされている。部分11a、11bはいずれも
外面が上方から下方内側へ鋳型の抜き勾配程度に傾斜し
て形成され、後述する補強部12に連なる位置より下方
の内面が下方外側へ鋳型の抜き勾配程度に傾斜して形成
され、そして上側の内面が外面に平行して設けられ所定
の肉厚を形成し、内側に内側段差23を形成した構成と
なっている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described with reference to FIGS. This concrete composite cast iron lid is 10,
It comprises an outer peripheral portion 11, a reinforcing portion 12, a concrete portion 13 filled inside, and a tile 14 as a surface material.
The outer peripheral portion 11 is formed in a rectangular shape in this embodiment,
The portion 11a that forms one of the two opposing sides is shown in FIG.
As shown in (a), (c), (d), and FIG. 2 (b), a portion 11b having a width in the vertical direction corresponding to the total thickness of the lid and constituting the other two sides is provided. , FIGS. 1 (a), (b),
As shown in FIG. 2A, a stepped portion having a shape in which the lower side is depressed inward by a predetermined width is provided in the middle of the thickness direction, and this stepped portion is the supported portion 15. Each of the portions 11a and 11b is formed such that the outer surface is inclined from the upper side to the lower side to the inside of the mold at a draft angle, and the inner surface below the position connected to the reinforcing portion 12 described later is inclined downward to the outside at the draft angle of the mold. The upper inner surface is provided in parallel with the outer surface to form a predetermined thickness, and the inner step 23 is formed inside.

【0014】補強部12は、格子状に形成され、その縦
部16,横部17で形成される長方形の孔18を有す
る。この格子状の補強部は、図1(b)の、図の上下両
端の被支持部15を支持された状態で、上面に作用する
荷重により下方へ凸に撓もうとするとき、引っ張り力が
作用する位置にある。すなわち、中立軸よりも下方位置
にある。この枠部11と補強部12は、例えば、FCD
700−2により一体に形成されている。この枠11の
内側に、図2(a),(b)に示すように、コンクリー
ト13を充填して補強部12を埋設し、上面にタイル1
4を設置して蓋10を完成させる。なお、図1(a)〜
(d)における19は鍵の取付部である。また、図2
(a)の24は鋳鉄製の受枠である。
The reinforcing portion 12 is formed in a lattice shape, and has a rectangular hole 18 formed by a vertical portion 16 and a horizontal portion 17 thereof. When the lattice-shaped reinforcing portion tries to bend downwardly by a load acting on the upper surface in a state where the supported portions 15 at the upper and lower ends in FIG. 1B are supported, a tensile force is generated. It is in the working position. That is, it is located below the neutral axis. The frame portion 11 and the reinforcing portion 12 are, for example, FCD
It is integrally formed by 700-2. As shown in FIGS. 2A and 2B, concrete 13 is filled inside the frame 11 to embed the reinforcing portion 12, and the tile 1 is provided on the upper surface.
4 is installed to complete the lid 10. In addition, FIG.
Reference numeral 19 in (d) denotes a key attaching portion. FIG.
24 in (a) is a receiving frame made of cast iron.

【0015】このコンクリート複合鋳鉄蓋10は、外周
部11と補強部12とを鋳鉄により一体に形成してある
から、従来のように鉄筋の組立や溶接を行わないので、
製作しやすく、特に精度よく容易に製作でき、従って蓋
受け枠との間に不規則な隙間が生じるようなことがな
く、外観がよく、さらに、耐食性に優れ、耐久性がよ
い。この耐久性の点について、鉄筋コンクリートは長年
の使用によりコンクリート原料の砂に含まれる塩分が原
因で鉄筋が腐食し、あるいはコンクリートが空気中の酸
素と反応してアルカリ性から中性化して鉄筋に悪影響を
与え、コンクリートが脱落することが社会問題化してい
る。このような問題に対して、このコンクリート複合鋳
鉄蓋は、従来の鋼材を使用したコンクリート蓋よりも確
実に有利である。また、外周部11と補強部12とが一
体であることから、必要な強度を確保して蓋の厚さを薄
くできる。また、段差を設けて被支持部15としたこと
は、蓋の開閉を容易とするのみでなく、外周部11の補
強的な構造となるため、外周部11の肉厚を薄くして必
要な強度を確保できる。また、精度よく製作できること
から、蓋受枠として高さ調節が容易な鋳鉄製の受枠24
を使用でき、これにより現場の施工作業が前記従来のも
のよりも格段と容易になる。また、内側段差23の構成
は、型成型における模型の抜き勾配を確保しながら、内
側段差23があることによってコンクリート部13の支
えとして作用し、内側の傾斜はコンクリート部13の外
周がテーパ嵌合状態となるため、蓋上面に荷重が作用し
たときにコンクリート部13が押し込まれる状態であ
り、より強力な結合状態となるように作用する。このよ
うなことから、このコンクリート複合鋳鉄蓋は、従来の
鋼製外枠、鋼鉄筋を用いたコンクリート蓋と比べて、ト
ータルコストは十分に安価に提供できるものとなる。
In this concrete composite cast iron lid 10, since the outer peripheral portion 11 and the reinforcing portion 12 are integrally formed of cast iron, the reinforcing bars are not assembled or welded as in the conventional case.
It is easy to manufacture, and particularly easy to manufacture with high precision. Therefore, there is no occurrence of irregular gaps with the lid receiving frame, the appearance is good, the corrosion resistance is excellent, and the durability is good. Regarding this durability, reinforced concrete has been used for many years, and the salt contained in the sand of the concrete material causes corrosion of the reinforcing steel, or concrete reacts with oxygen in the air to neutralize from alkaline and adversely affect the reinforcing steel. Giving and dropping concrete has become a social problem. With respect to such a problem, the concrete composite cast iron lid is definitely more advantageous than a concrete lid using a conventional steel material. In addition, since the outer peripheral portion 11 and the reinforcing portion 12 are integrated, the required strength is secured and the thickness of the lid can be reduced. Further, providing the stepped portion as the supported portion 15 not only facilitates opening and closing of the lid, but also provides a reinforcing structure for the outer peripheral portion 11. Strength can be secured. In addition, since the lid can be manufactured with high precision, the cast iron receiving frame 24 can be easily adjusted in height as the lid receiving frame.
This makes the on-site construction work much easier than the prior art. In addition, the configuration of the inner step 23 serves as a support for the concrete portion 13 due to the presence of the inner step 23 while securing the draft of the model in the mold forming. In this state, when a load is applied to the upper surface of the lid, the concrete portion 13 is pushed in, and acts to form a stronger connection state. For this reason, the concrete composite cast iron lid can be provided at a sufficiently low total cost as compared with a conventional concrete lid using a steel outer frame and a steel bar.

【0016】前記実施の形態では、長方形の蓋の両端に
被支持部15を設けた構成のものを示したが、これは複
数枚の蓋を並べて大きく細長い開口を閉じるように設置
する場合の構成であり、1枚だけで開口を閉じるような
場合には、全外周に段差を設けた構成としてもよい。ま
た、前記実施の形態では長方形の蓋として示したが、円
形等他の形状もあり得る。
In the above-described embodiment, a configuration in which the supported portions 15 are provided at both ends of the rectangular lid is shown. However, this is a configuration in which a plurality of lids are arranged so as to close a large and narrow opening. In the case where the opening is closed with only one sheet, a configuration in which a step is provided on the entire outer periphery may be adopted. Further, in the above embodiment, the lid is shown as a rectangular lid, but other shapes such as a circle may be used.

【0017】また、本発明の他の実施の形態として、図
3(a)に示すように、補強部12である格子状部分の
桟に相当する部分、つまり、縦部16の直線状に伸延し
て外周部11に達している部分の2本が、同図に20で
示すように、他の縦部16よりも厚さ寸法を大きく形成
してある。このような構成は、場合によっては本数を増
減したり、横部17に、あるいは縦部16と横部17に
適用したりすることもあり得る。これによりコンクリー
ト複合鋳鉄蓋10aの断面二次モーメントが大きくな
り、蓋上面に荷重が作用したときの蓋の撓みを少なくで
きる。従って蓋下面のコンクリート部13(図示省略)
の歪を小さくして引っ張り応力の発生を小さく押さえる
ことができ、蓋下面のコンクリート部のひび割れを抑制
できる。図3(a)において前記実施の形態のものと同
等部分を同一図面符号で示してある。
Further, as another embodiment of the present invention, as shown in FIG. 3A, a portion corresponding to a bar of a lattice-shaped portion as the reinforcing portion 12, that is, a straight portion of the vertical portion 16 is extended. Two of the portions reaching the outer peripheral portion 11 are formed so as to have a larger thickness dimension than the other vertical portions 16 as shown in FIG. Such a configuration may be increased or decreased in number, applied to the horizontal portion 17, or applied to the vertical portion 16 and the horizontal portion 17 in some cases. As a result, the second moment of area of the concrete composite cast iron lid 10a is increased, and the deflection of the lid when a load acts on the upper surface of the lid can be reduced. Therefore, the concrete part 13 on the lower surface of the lid (not shown)
And the generation of tensile stress can be suppressed to a small extent, and cracking of the concrete portion on the lower surface of the lid can be suppressed. In FIG. 3A, the same parts as those of the above embodiment are indicated by the same reference numerals.

【0018】また、前記実施の形態では、特に説明しな
かったが、格子状部の桟に相当する部分、つまり、縦部
16、横部17の断面形状は、図3(b)に21として
示すように、下方に広がった台形状とするのがよい。こ
れによって、コンクリートが脱落しにくくなる。また、
図のように断面の角部に丸みを持たせることによってコ
ンクリートのひび割れやすさを低減できる。
Although not particularly described in the above embodiment, the cross-sectional shapes of the portions corresponding to the bars of the lattice-like portion, that is, the vertical portions 16 and the horizontal portions 17 are denoted by 21 in FIG. As shown, a trapezoidal shape spreading downward is preferred. This makes it difficult for the concrete to fall off. Also,
By making the corners of the cross section round as shown in the figure, the easiness of cracking of the concrete can be reduced.

【0019】[0019]

【発明の効果】本発明は、溶接の必要がなく、歪の少な
い、精度のよいものを、容易に製造でき、従来の鋼製の
物と比べて、腐食され難く、耐久性の優れたものを提供
できる効果を奏する。
According to the present invention , there can be easily produced a high-precision one which does not require welding, has a small distortion and is less susceptible to corrosion and has excellent durability as compared with a conventional steel-made one. The effect which can provide is produced.

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

【図1】本発明の一実施の形態のコンクリート部および
タイルを除いた部分を示し、(a)は平面図、(b)は
(a)のB−B断面図、(c)は正面図、(d)は(a)
のA−A断面図である。
1A and 1B show a portion excluding a concrete part and a tile according to an embodiment of the present invention, wherein FIG. 1A is a plan view, FIG. 1B is a sectional view taken along line BB of FIG. 1A, and FIG. , (D) is (a)
It is AA sectional drawing of.

【図2】同実施の形態の部分拡大図で、(a)は図1
(b)の部分に対応する断面拡大図、(b)は図1
(d)の部分に対応する断面拡大図である。
FIG. 2 is a partially enlarged view of the embodiment, and FIG.
FIG. 1B is an enlarged cross-sectional view corresponding to the portion of FIG.
It is a sectional enlarged view corresponding to the portion of (d).

【図3】本発明の他の実施の形態を示し、(a)は補強
部の変形例で図1(d)に相当する断面図、(b)は格
子状部の変形例で縦部又は横部の断面拡大図である。
3A and 3B show another embodiment of the present invention, in which FIG. 3A is a cross-sectional view corresponding to FIG. 1D, which is a modification of the reinforcing portion, and FIG. It is a cross-sectional enlarged view of a horizontal part.

【図4】従来のコンクリート複合蓋の一例を示し、
(a)は平面図、(b)は(a)のC−C断面図であ
る。
FIG. 4 shows an example of a conventional concrete composite lid,
(A) is a plan view, (b) is a CC sectional view of (a).

【符号の説明】[Explanation of symbols]

10 コンクリート複合鋳鉄蓋 11 外周部 12 補強部 13 コンクリート部 14 タイル 15 被支持部 16 縦部 17 横部 18 孔 20 縦部 21 縦部又は横部 23 内側段差 DESCRIPTION OF SYMBOLS 10 Concrete composite cast iron lid 11 Outer peripheral part 12 Reinforcement part 13 Concrete part 14 Tile 15 Supported part 16 Vertical part 17 Horizontal part 18 Hole 20 Vertical part 21 Vertical part or horizontal part 23 Inner step

───────────────────────────────────────────────────── フロントページの続き (73)特許権者 391034499 鶴見コンクリート株式会社 神奈川県横浜市鶴見区鶴見中央3丁目10 番44号 (73)特許権者 592005825 佐藤鉄工株式会社 東京都中央区日本橋浜町3丁目36番2号 (72)発明者 白山 啓二 兵庫県姫路市大津区吉美403 虹技株式 会社 姫路西工場内 (72)発明者 岸本 成弘 兵庫県姫路市大津区吉美403 虹技株式 会社 姫路西工場内 (72)発明者 吉田 智 兵庫県姫路市大津区吉美403 虹技株式 会社 姫路西工場内 (56)参考文献 特開 平8−60686(JP,A) 特開 平10−131275(JP,A) 実開 昭52−136462(JP,U) 実開 昭54−115771(JP,U) 実開 平1−75160(JP,U) 実開 昭63−9381(JP,U) (58)調査した分野(Int.Cl.7,DB名) E02D 29/14 ──────────────────────────────────────────────────続 き Continued on the front page (73) Patent holder 391034499 Tsurumi Concrete Co., Ltd. 3-104-4 Tsurumichuo, Tsurumi-ku, Yokohama-shi, Kanagawa (73) Patentee 592005825 Sato Iron Works Co., Ltd. 3 Nihonbashi-hamacho, Chuo-ku, Tokyo Chome 36-2 (72) Inventor Keiji Hakusan 403 Yoshimi, Otsu-ku, Himeji-shi, Hyogo Prefecture Inside the Himeji Nishi Plant Co., Ltd. 72) Inventor Satoshi Yoshida 403 Yoshimi, Otsu-ku, Himeji-shi, Hyogo Pref. Inside the Himeji-Nishi Plant, (56) References JP-A-8-60686 (JP, A) JP-A-10-131275 (JP, A) 52-136462 (JP, U) Fully open 1979-511571 (JP, U) Fully open 1-75160 (JP, U) Fully open 63-1938 (JP, U) (58) Fields investigated (I) nt.Cl. 7 , DB name) E02D 29/14

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 所定の開口を閉じる板状体に形成された
蓋であって、外周部と、その外周部の内側に設けたコン
クリート部と、そのコンクリートの補強部と、を有し、
前記外周部と補強部とが、鋳鉄製の一体構造物であり、 しかも、前記外周部には、上向き面を形成するような内
側段差を内面に二段形成した構成の部分を有し、 且つ、前記補強部は、中立軸より下方の位置に設けられ
てその上面が下方側の内側段差と略面一である ことを特
徴とするコンクリート複合鋳鉄蓋。
1. A lid formed in a plate-like body for closing a predetermined opening, the lid having an outer peripheral portion, a concrete portion provided inside the outer peripheral portion, and a concrete reinforcing portion,
And a reinforcing portion and the peripheral portion, Ri integral structure der cast iron, moreover, the peripheral portion, the inner so as to form an upward surface
A portion having a configuration in which side steps are formed in two steps on the inner surface, and the reinforcing portion is provided at a position below a neutral axis.
A concrete composite cast iron lid, wherein an upper surface thereof is substantially flush with a lower inner step .
JP2000044403A 2000-02-22 2000-02-22 Concrete composite cast iron lid Expired - Lifetime JP3325872B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000044403A JP3325872B2 (en) 2000-02-22 2000-02-22 Concrete composite cast iron lid

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000044403A JP3325872B2 (en) 2000-02-22 2000-02-22 Concrete composite cast iron lid

Publications (2)

Publication Number Publication Date
JP2001234554A JP2001234554A (en) 2001-08-31
JP3325872B2 true JP3325872B2 (en) 2002-09-17

Family

ID=18567155

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP3325872B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102206942A (en) * 2010-03-31 2011-10-05 北京仁创科技集团有限公司 Well cover

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5076155B2 (en) * 2008-03-12 2012-11-21 虹技株式会社 Support for lid member for underground structure and lid device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102206942A (en) * 2010-03-31 2011-10-05 北京仁创科技集团有限公司 Well cover

Also Published As

Publication number Publication date
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