JP3165749U - manhole - Google Patents

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JP3165749U
JP3165749U JP2010007638U JP2010007638U JP3165749U JP 3165749 U JP3165749 U JP 3165749U JP 2010007638 U JP2010007638 U JP 2010007638U JP 2010007638 U JP2010007638 U JP 2010007638U JP 3165749 U JP3165749 U JP 3165749U
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bottom plate
reinforcing plate
manhole
bottom slab
plate reinforcing
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福原 勝
勝 福原
石川 隆
隆 石川
高橋 勝彦
勝彦 高橋
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株式会社福原鋳物製作所
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Abstract

【課題】底版が破損し難く、又破損してもコストが少なく底版を補強又は容易に改修できるマンホールの構造を提供する。【解決手段】底版13上にモルタル18を流し込み、その上に複数の構成片161を載せて底版補強用プレートを構成し、底版補強用プレートの外周縁上に設けた係止部162の挿通孔にアンカーを挿通して躯体ブロック11にアンカーを挿入して底版補強用プレートを躯体ブロック11に係止し、底版補強用プレート上にモルタルを流し込んでインバート12を構成する。【選択図】図3PROBLEM TO BE SOLVED: To provide a manhole structure in which a bottom slab is hard to be damaged, and even if the bottom slab is damaged, the cost is low and the bottom slab can be reinforced or easily repaired. SOLUTION: A mortar 18 is poured onto a bottom slab 13, and a plurality of constituent pieces 161 are placed therein to form a bottom slab reinforcing plate, and an insertion hole for a locking portion 162 provided on the outer peripheral edge of the bottom slab reinforcing plate. An anchor is inserted into the skeleton block 11, the bottom slab reinforcing plate is locked to the skeleton block 11, and mortar is poured onto the bottom slab reinforcing plate to form an invert 12. [Selection diagram] Fig. 3

Description

本考案は、下水道用マンホールに関するものである。   The present invention relates to a sewer manhole.

図1は、現在、一般的に用いられてる、下水道用マンホールの標準的構成を示すもので、1はマンホール蓋、2はマンホール蓋受け枠、3は高さ調整リング、4は斜壁、5は直壁、6は躯体ブロック、7はインバート、8は底版、9は流入管、10は流出管で、一般に接着剤等により接合されて一体化されている。   FIG. 1 shows a standard configuration of a sewer manhole that is generally used at present. 1 is a manhole cover, 2 is a manhole cover receiving frame, 3 is a height adjustment ring, 4 is a slanted wall, 5 Is a straight wall, 6 is a housing block, 7 is an invert, 8 is a bottom plate, 9 is an inflow pipe, and 10 is an outflow pipe, which are generally joined together by an adhesive or the like.

しかし、図1に示すように、当該マンホールは底版8の上にそれぞれの構造物が積み上げらている構造であるため、底版8に掛かる荷重は相当なものであり、また車等がマンホール上を通過する際に生じる振動が与える影響も小さくなく、従って底版8は他のマンホールの構成物と比べて破損し易い。そして底版8は当該マンホールの基盤であり、既設のマンホールの場合は、経年劣化しているため、底版が上記理由により破損したり、底版が損傷した場合は下水道の汚水が漏れ、地下水や土壌を汚染する等の問題があった。   However, as shown in FIG. 1, since the manhole has a structure in which the respective structures are stacked on the bottom plate 8, the load applied to the bottom plate 8 is considerable, and a car or the like moves over the manhole. The influence of vibration generated when passing through is not small, and therefore the bottom plate 8 is more easily damaged than other manhole components. The bottom plate 8 is the base of the manhole. In the case of existing manholes, the bottom plate has deteriorated over time. If the bottom plate is damaged due to the above reasons, or if the bottom plate is damaged, the sewage from the sewer will leak and the groundwater and soil will There were problems such as contamination.

そして、近年底版の損傷件数が目立って多くなり、その改善策が求められているが、マンホール全体を交換するには多大な費用を要するので、低工事費で更生する手段の出現が求められている。   And in recent years, the number of damage to the bottom plate has increased remarkably, and measures to improve it have been demanded. However, it takes a lot of money to replace the entire manhole, so there is a need for a means to rehabilitate at low construction costs. Yes.

実開平1ー6565345号公報Japanese Utility Model Publication No. 1-6565345

そこで本考案は底版が破損し難く、又破損してもコストが少なく底版を補強又は容易に改修できるマンホールの構造を提供することを課題とするものである。   Accordingly, an object of the present invention is to provide a manhole structure in which the bottom plate is not easily damaged, and the bottom plate can be reinforced or easily repaired even if it is damaged.

本考案は上記の課題を解決するためになされたもので、請求項1記載の考案は、底版に鋳物製の底版補強用プレートを設け、その上にインバートを形成したことを特徴とするマンホールである。   The present invention has been made in order to solve the above-mentioned problems. The invention according to claim 1 is a manhole characterized in that a bottom plate reinforcing plate made of cast is provided on the bottom plate, and an invert is formed thereon. is there.

請求項2記載の考案は、請求項1記載の考案において、底版補強用プレートを複数の構成片で構成したことを特徴とするマンホールである。   The invention described in claim 2 is the manhole according to the invention described in claim 1, wherein the bottom plate reinforcing plate is constituted by a plurality of constituent pieces.

請求項3記載の考案は、請求項1または請求項2記載の考案において、底版補強用プレートに躯体ブロックに係止する係止部を設けたことを特徴とするマンホールである。   The invention described in claim 3 is the manhole according to claim 1 or 2, wherein the bottom plate reinforcing plate is provided with a locking portion for locking to the frame block.

請求項1記載の考案によれば、底版に鋳物製の底版補強用プレートを設け、その上にインバートを形成することにより底版の強度を補強するが出来るため、振動や荷重に対する耐久性が増し、経年劣化に対しても亀裂が生じにくし、且つ汚水の漏れを防止することが出来る。   According to the invention described in claim 1, since the bottom plate can be reinforced by providing a bottom plate reinforcing plate made of a casting and forming an invert on the cast plate, durability against vibration and load is increased. It is difficult for cracks to occur even with aging, and leakage of sewage can be prevented.

また、請求項2記載の考案によれば、特に既設マンホールの底版改修時の際、底版補強用プレートの取付作業を容易に行うことが出来る。   Further, according to the invention described in claim 2, it is possible to easily perform the work of attaching the plate for reinforcing the bottom plate, particularly at the time of repairing the bottom plate of the existing manhole.

また請求項3記載の考案によれば、底版補強用プレートに直壁と係合する直壁係止部を設けることにより底版の反力が向上し、振動や荷重に対しての耐久性を高めることができる。   According to the third aspect of the present invention, the bottom plate reinforcing plate is provided with the straight wall engaging portion that engages with the straight wall, thereby improving the reaction force of the bottom plate and enhancing the durability against vibration and load. be able to.

そして、請求項1〜3記載の考案によれば、既設のマンホールに対してもマンホール全体を交換することなく簡単に底版の補強及び漏れ防止の改善を行うことができる。   According to the first to third aspects of the present invention, it is possible to easily reinforce the bottom slab and improve leakage prevention without replacing the entire manhole with respect to the existing manhole.

標準的マンホールの縦断面図。A longitudinal section of a standard manhole. 本考案の第1の実施例の平面図。The top view of the 1st Example of this invention. 図2のA−A線断面図。FIG. 3 is a sectional view taken along line AA in FIG. 2. 図2に示す第1の実施例における底版補強用プレートの平面図。FIG. 3 is a plan view of a bottom plate reinforcing plate in the first embodiment shown in FIG. 2. 図4に示す第1の実施例における底版補強用プレートの正面図。FIG. 5 is a front view of a bottom plate reinforcing plate in the first embodiment shown in FIG. 4. 本考案の第2の実施例の平面図。The top view of the 2nd Example of this invention. 図6のB−B線断面図。BB sectional drawing of FIG. 図6に示す第2の実施例における底版補強用プレートの平面図。FIG. 7 is a plan view of a bottom plate reinforcing plate in the second embodiment shown in FIG. 6. 図8に示す第2の実施例における底版補強用プレートの正面図。FIG. 9 is a front view of a bottom plate reinforcing plate in the second embodiment shown in FIG. 8. 本考案の第3の実施例の平面図。The top view of the 3rd Example of this invention. 図10に示すC−C線断面図。CC sectional view taken on the line shown in FIG. 本考案の第4の実施例の平面図。The top view of the 4th Example of this invention. 図12のD−D線断面図。The DD sectional view taken on the line of FIG.

図2は本考案の第1の実施例の平面図、図3は図2のA−A線断面図で、11はマンホールの躯体ブロック、12はインバート、13は底版、14は流入管、15は流出管、16は鋳物製の底版補強用プレート、17,17,17,17は底版補強用プレート16を躯体ブロック11に固定するためのアンカー、18は底版補強用プレート16と底版13との間に打設したモルタルである。   2 is a plan view of the first embodiment of the present invention, FIG. 3 is a cross-sectional view taken along line AA of FIG. 2, 11 is a manhole housing block, 12 is an invert, 13 is a bottom plate, 14 is an inflow pipe, 15 Is an outflow pipe, 16 is a bottom plate reinforcing plate made of casting, 17, 17, 17, and 17 are anchors for fixing the bottom plate reinforcing plate 16 to the housing block 11, and 18 is a connection between the bottom plate reinforcing plate 16 and the bottom plate 13. A mortar placed in between.

図4、図5は本考案の第1の実施例における底版補強用プレートの平面図と正面図で、161,161,161,161は底版補強用プレート16を構成する構成片、162,162,162,162は躯体ブロック11と係止するために底版補強用プレート16の外周縁上に設けた係止部、163,163は前記係止部162に設けたアンカー17を挿通するための挿通孔である。なお本実施例では底版補強用プレート16は4つの構成片に分割されて構成されているが、分割数はこの実施例に限られないことは勿論である。   4 and 5 are a plan view and a front view of the bottom plate reinforcing plate according to the first embodiment of the present invention. 161, 161, 161, 161 are constituent pieces constituting the bottom plate reinforcing plate 16, 162, 162, respectively. Reference numerals 162 and 162 denote locking portions provided on the outer peripheral edge of the bottom plate reinforcing plate 16 for locking with the housing block 11, and reference numerals 163 and 163 denote insertion holes for inserting the anchors 17 provided on the locking portion 162. It is. In this embodiment, the bottom plate reinforcing plate 16 is divided into four component pieces, but the number of divisions is not limited to this embodiment.

マンホールの製造時には底版13上にモルタル18を打設し、その上に構成片161,161,161,161を載せて底版補強用プレート16を構成し、挿通孔163にアンカー17を挿通して躯体ブロック11にアンカー17を埋め込み底版補強用プレート16を躯体ブロック11に係止する。そして底版補強用プレート16上にモルタルを流し込んでインバート12を構成する。既設マンホールの補修の場合は、インバート12を除去し、底版13上にモルタル18を打設した後、底版補強用プレート16を敷設し、アンカー17で躯体ブロック11に係止した後にインバート12を構成する。なお底版補強用プレート16にはインバート12の形状に応じて、流入管14から流出管15へ流れる汚水等の妨げにならないように適宜流水路を設ける。   At the time of manufacturing the manhole, a mortar 18 is placed on the bottom plate 13, and the component pieces 161, 161, 161, 161 are placed on the mortar 18 to form the bottom plate reinforcing plate 16, and the anchor 17 is inserted into the insertion hole 163. An anchor 17 is embedded in the block 11 and the bottom plate reinforcing plate 16 is locked to the housing block 11. Then, mortar is poured onto the bottom plate reinforcing plate 16 to constitute the invert 12. In the case of repairing an existing manhole, the invert 12 is removed, the mortar 18 is placed on the bottom plate 13, the bottom plate reinforcing plate 16 is laid, and the anchor 17 is engaged with the housing block 11 to form the invert 12. To do. In addition, according to the shape of the invert 12, the bottom plate reinforcing plate 16 is appropriately provided with a water flow path so as not to obstruct sewage flowing from the inflow pipe 14 to the outflow pipe 15.

本実施例によれば、底版13上に底版補強用プレート16を設けることにより、底版13の強度を補強するが出来るため、振動や荷重に対する耐久性が増し、経年劣化に対しても亀裂が生じにくい。また底版補強用プレート16に躯体ブロック11と係合する係合部を設けることにより底版13の反力が生じ、振動や荷重に対しての耐久性を高めることができる。   According to this embodiment, since the strength of the bottom plate 13 can be reinforced by providing the bottom plate reinforcing plate 16 on the bottom plate 13, the durability against vibration and load is increased, and a crack is caused even with deterioration over time. Hateful. Further, by providing the bottom plate reinforcing plate 16 with an engaging portion that engages with the housing block 11, a reaction force of the bottom plate 13 is generated, and durability against vibration and load can be enhanced.

そして、既設のマンホールの場合は、底版補強用プレート16は分割されているため、マンホールの入口からマンホール内に容易に底版補強用プレートを入れることができ、既設のインバートを除去した後に底版上に底版補強用プレートを設置して、再度インバートを施行することにより、既設のマンホールを除去しなくても底版が補強された本考案のマンホールを容易且つコストが少なく施行することができる。   In the case of an existing manhole, since the bottom plate reinforcing plate 16 is divided, the bottom plate reinforcing plate can be easily inserted into the manhole from the entrance of the manhole, and after the existing invert is removed, the bottom plate reinforcing plate 16 is placed on the bottom plate. By installing the bottom plate reinforcing plate and performing inversion again, the manhole according to the present invention in which the bottom plate is reinforced can be easily and inexpensively implemented without removing the existing manhole.

図6は本考案の第2の実施例の平面図、図7は図6に示すB−B線断面図で、11’はマンホールの躯体ブロック、12’はインバート、13’は底版、14’は流入管、15’は流出管、16’は鋳物製の底版補強用プレート、17’,17’,17’,17’は底版補強用プレート16’を躯体ブロック11’に固定するためのアンカー、18’は底版補強用プレート16’と底版13’との間に打設したモルタルである。   FIG. 6 is a plan view of a second embodiment of the present invention, FIG. 7 is a cross-sectional view taken along line BB shown in FIG. 6, 11 'is a manhole housing block, 12' is invert, 13 'is a bottom plate, 14' Is an inflow pipe, 15 'is an outflow pipe, 16' is a cast bottom plate reinforcing plate, 17 ', 17', 17 ', 17' are anchors for fixing the bottom plate reinforcing plate 16 'to the housing block 11'. , 18 'is a mortar placed between the bottom plate reinforcing plate 16' and the bottom plate 13 '.

図8、図9は本考案の底版補強用プレートの第2の実施例の平面図と正面図で、161’,161’,161’,161’は底版補強用プレート16を構成する構成片、162’,162’,162’,162’は躯体ブロック11’と係止するための係止部、163’,163’は係止部162’に設けられたアンカー17’を挿通するための挿通孔である。なお本実施例では底版補強用プレート16’は4つの構成片に分割されて構成されているが、分割数はこの実施例に限られないことは勿論である。   FIGS. 8 and 9 are a plan view and a front view of the second embodiment of the bottom plate reinforcing plate of the present invention, wherein 161 ′, 161 ′, 161 ′, 161 ′ are constituent pieces constituting the bottom plate reinforcing plate 16, 162 ′, 162 ′, 162 ′, 162 ′ are locking portions for locking with the housing block 11 ′, and 163 ′, 163 ′ are insertions for inserting an anchor 17 ′ provided in the locking portion 162 ′. It is a hole. In this embodiment, the bottom plate reinforcing plate 16 'is divided into four component pieces, but the number of divisions is of course not limited to this embodiment.

マンホールの構成は上記実施例1と略同様であるが、底版補強用プレート16’の厚み分だけ底版13’を削り、その削った部分の底版13’上にモルタル18’を流し込み、その上に底版補強用プレート16’を構成する構成片161’,161’,161’,161’を載せて底版補強用プレート16’を構成し、挿通孔163’にアンカー17’を挿通して躯体ブロック11’にアンカー17’を埋め込み底版補強用プレート16’を躯体ブロック11’に係止する。   The construction of the manhole is substantially the same as in Example 1, except that the bottom plate 13 ′ is cut by the thickness of the bottom plate reinforcing plate 16 ′, and the mortar 18 ′ is poured onto the bottom plate 13 ′ of the shaved portion. The bottom plate reinforcing plate 16 ′ is configured by placing the constituent pieces 161 ′, 161 ′, 161 ′, 161 ′ constituting the bottom plate reinforcing plate 16 ′, and the anchor block 17 ′ is inserted through the insertion hole 163 ′. 'Anchor 17' is embedded in 'bottom plate reinforcing plate 16' and the frame block 11 'is locked.

本実施例によれば、流入管と流出管の底面が底版の上面と同位置にある場合であっても実施例1と同様の効果を得ることができる。   According to the present embodiment, the same effects as those of the first embodiment can be obtained even when the bottom surfaces of the inflow pipe and the outflow pipe are in the same position as the top surface of the bottom plate.

図10は本考案の第3の実施例の平面図、図11は図10のC−C線断面図で、11”はマンホールの躯体ブロック、12”はインバート、13”は底版、14”は流入管、15”は流出管、16”は鋳物製で円盤状の底版補強用プレート、161”,161”,161”,161”は底版補強用プレート16”を構成する構成片、18”は底版補強用プレート16”と底版13”との隙間を埋めるためのモルタルである。なお本実施例では底版補強用プレート16”の外径は躯体ブロック11”の内径より大きく構成され、底版補強用プレート16”は4つの構成片に分割されて構成されているが、分割数はこの実施例に限られないことは勿論である。   FIG. 10 is a plan view of a third embodiment of the present invention, FIG. 11 is a cross-sectional view taken along the line CC of FIG. An inflow pipe, 15 "is an outflow pipe, 16" is a cast and disc-shaped bottom plate reinforcing plate, 161 ", 161", 161 ", 161" are constituent pieces constituting the bottom plate reinforcing plate 16 ", and 18" is This is a mortar for filling the gap between the bottom plate reinforcing plate 16 "and the bottom plate 13". In this embodiment, the bottom plate reinforcing plate 16 ″ has an outer diameter larger than the inner diameter of the housing block 11 ″, and the bottom plate reinforcing plate 16 ″ is divided into four component pieces. Of course, the present invention is not limited to this embodiment.

マンホールの製造時は、底版補強用プレート16”の厚みとモルタル18”の厚み分だけ底版13”に凹部を形成し、既設マンホールの場合は、前記厚み分だけ削り、その凹部又は削った部分の底版13”上にモルタル18”を流し込み、その上に底版補強用プレート16”を構成する構成片161”,162”,161”,161”を載せて底版補強用プレート16”を構成し、躯体ブロック11”を底版補強用プレート16”上に被せるように設置する。そして底版補強用プレート16”上にモルタルを流し込んでインバート12”を構成する。   At the time of manufacturing the manhole, a concave portion is formed in the bottom plate 13 ″ by the thickness of the bottom plate reinforcing plate 16 ″ and the thickness of the mortar 18 ″. In the case of an existing manhole, the concave portion or the shaved portion A mortar 18 ″ is poured onto the bottom plate 13 ″, and component pieces 161 ″, 162 ″, 161 ″, 161 ″ constituting the bottom plate reinforcing plate 16 ″ are placed thereon to form the bottom plate reinforcing plate 16 ″. The block 11 ″ is placed so as to cover the bottom plate reinforcing plate 16 ″. Then, mortar is poured onto the bottom plate reinforcing plate 16 ″ to constitute the invert 12 ″.

本実施例によれば、躯体ブロックとの係止部を設けなくても底版補強用プレートの端部を躯体ブロックで押圧しているため底版の反力が生じ、実施例1と同様の効果を得ることができる。   According to the present embodiment, the reaction force of the bottom plate is generated because the end portion of the bottom plate reinforcing plate is pressed by the housing block without providing the locking portion with the housing block, and the same effect as in the first embodiment is obtained. Obtainable.

そして既設のマンホールの場合は、既設のインバートを除去した後、底版を底版補強用プレートの厚みとモルタルの厚み分だけ削った後でも当該底版補強用プレートは分割されているため、躯体ブロックの下に潜り込むように挿入すれば容易に設置することができ、再度インバートを形成することにより、既設のマンホール全体を除去しなくても底版が補強された本考案の組立マンホールを容易且つコストが少なく施行することができる。   In the case of existing manholes, after removing the existing invert, the bottom plate reinforcing plate is divided even after the bottom plate is shaved by the thickness of the bottom plate reinforcing plate and the thickness of the mortar. It can be easily installed if it is inserted so as to sink in, and the assembly manhole of the present invention in which the bottom plate is reinforced can be easily and inexpensively performed without forming the entire existing manhole by forming the invert again. can do.

図12は本考案の第4の実施例の平面図、図13は図12に示すD−D線断面図で、実施例3の底版補強用プレートを底版の中に内包するようにしたものである。   FIG. 12 is a plan view of the fourth embodiment of the present invention, and FIG. 13 is a sectional view taken along the line DD shown in FIG. 12, in which the bottom plate reinforcing plate of Embodiment 3 is included in the bottom plate. is there.

11 躯体ブロック
12 インバート
13 底版
14 流入管
15 流出管
16 底版補強用プレート
16 構成片
162 係止部
163 挿通孔
17 アンカー
18 モルタル
11 Housing Block 12 Invert 13 Bottom Plate 14 Inflow Pipe 15 Outflow Pipe 16 Bottom Plate Reinforcement Plate 16 Component Piece 162 Locking Part 163 Insertion Hole 17 Anchor 18 Mortar

Claims (3)

底版上に鋳物製の底版補強用プレートを設け、その上にインバートを形成したことを特徴とするマンホール。 A manhole characterized in that a bottom plate reinforcing plate made of casting is provided on the bottom plate, and an invert is formed thereon. 上記底版補強用プレートを複数の構成片で構成したことを特徴とする請求項1記載のマンホール。 2. The manhole according to claim 1, wherein the bottom plate reinforcing plate is composed of a plurality of constituent pieces. 上記底版補強用プレートに躯体ブロックに係止する係止部を設けたことを特徴とする請求項1または請求項2記載のマンホール。 3. A manhole according to claim 1, wherein said bottom plate reinforcing plate is provided with a locking portion for locking to the housing block.
JP2010007638U 2010-11-22 2010-11-22 manhole Expired - Fee Related JP3165749U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017125369A (en) * 2016-01-15 2017-07-20 株式会社アイビルド Manhole repairing method and manhole repairing structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017125369A (en) * 2016-01-15 2017-07-20 株式会社アイビルド Manhole repairing method and manhole repairing structure

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