JP3377981B2 - Pavement structure around the upper part of the manhole - Google Patents
Pavement structure around the upper part of the manholeInfo
- Publication number
- JP3377981B2 JP3377981B2 JP2000128704A JP2000128704A JP3377981B2 JP 3377981 B2 JP3377981 B2 JP 3377981B2 JP 2000128704 A JP2000128704 A JP 2000128704A JP 2000128704 A JP2000128704 A JP 2000128704A JP 3377981 B2 JP3377981 B2 JP 3377981B2
- Authority
- JP
- Japan
- Prior art keywords
- pavement structure
- manhole
- pavement
- edging
- around
- 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
Links
Landscapes
- Road Paving Structures (AREA)
- Road Repair (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、マンホール上部周
囲に舗設された舗装構造体に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pavement structure paved around the upper part of a manhole.
【0002】[0002]
【従来の技術】マンホールの開口部上への蓋受枠設置を
含む舗装工事として、非舗装路面内のマンホールの開口
部上に仮蓋を取り付けて道路の舗装を行い、表面舗装後
に前記マンホールの仮蓋及びその上部の舗装を撤去し、
開口したマンホールに蓋受枠及び蓋を取り付けた後、マ
ンホールの開口部上に取り付けられた蓋受枠の周囲の空
洞部に舗装材を舗装表面の高さまで舗設する工事が知ら
れている。2. Description of the Related Art As pavement work including installation of a lid receiving frame over the opening of a manhole, a temporary lid is attached on the opening of a manhole in an unpaved road surface to pave the road. Remove the lid and the pavement above it,
BACKGROUND ART There is known a construction in which after a lid receiving frame and a lid are attached to an open manhole, a pavement material is laid in a cavity around the lid receiving frame attached on an opening of the manhole to a height of a pavement surface.
【0003】また、マンホールが設置されている舗装路
面では、道路の交通量や自動車の大型化に伴う荷重の増
加等により、舗装厚さが不十分となり、マンホール上部
と舗装面との段差や亀裂の発生、またマンホールの蓋受
枠自体の摩耗、腐食等、マンホール周辺における所謂老
朽化が加速され、これら老朽化の進行は、道路構造や交
通に支障を来すばかりか、通過車両に伴う振動や騒音の
発生の要因となっている。On the pavement surface on which the manhole is installed, the pavement thickness becomes insufficient due to an increase in traffic due to road traffic and an increase in the size of automobiles, and the steps and cracks between the upper part of the manhole and the pavement surface are cracked. The deterioration of the manhole cover receiving frame itself, such as wear and corrosion, accelerates so-called aging around the manhole.The progress of these aging not only hinders road structure and traffic, but also causes vibration and vibrations associated with passing vehicles. It is a cause of noise.
【0004】このような状態となったマンホール上部の
補修工事として、マンホールの蓋受枠とともに蓋受枠周
囲の舗装を撤去し、開口したマンホールに蓋受枠及び蓋
を取り付けた後、マンホールの開口部上に取り付けられ
た蓋受枠の周囲の空洞部に舗装材を舗装表面の高さまで
舗設する工事が一般に行われている。上記の工事は、道
路の早期交通開放といった点から、着手から交通開放ま
で、短時間で完了することが望まれている。As a repair work for the upper part of the manhole in such a state, after removing the pavement around the cover receiving frame of the manhole together with the cover receiving frame of the manhole, and attaching the cover receiving frame and the cover to the opened manhole, the cover is placed on the opening of the manhole. In general, construction is performed in which a paving material is laid in a cavity around the attached lid receiving frame up to the height of the paving surface. From the viewpoint of early traffic release on the road, it is desired that the above-mentioned construction be completed in a short time from the start to the traffic release.
【0005】この工事の着手から交通開放までの時間
は、作業そのものよりも開口したマンホールに蓋受枠及
び蓋を取り付けた後に、該蓋受枠の周囲の空洞部に舗設
する舗装材の強度によるところが大きい。即ち、交通開
放時に要求される舗装材の強度は120kg/cm2程
度であり、舗設した舗装材が120kg/cm2に達す
る時間が早ければ早い程その分交通開放が早いことにな
る。そのため、いきおい初期強度が早く得られる舗装材
が求められ、このため初期強度が超早強強度であるセメ
ント系やエポキシ系の舗装材を使用することが提案され
ている。The time from the start of this construction to the opening of traffic depends more on the strength of the pavement material to be paved in the hollow portion around the lid receiving frame after the lid receiving frame and the lid are attached to the opened manhole than the work itself. . That is, the strength of the paving material required at the time of opening the traffic is about 120 kg / cm 2 , and the earlier the paving material reaches 120 kg / cm 2 , the faster the opening of the traffic. Therefore, a pavement material that can quickly obtain a strong initial strength is required, and therefore it has been proposed to use a cement-based or epoxy-based pavement material that has an extremely early initial strength.
【0006】[0006]
【発明が解決しようとする課題】上記のように、初期強
度が超早強強度の舗装材を使用すると交通開放が早くな
るが、この舗装材は前記の通り初期強度が超早強強度で
あるため最終的には必要強度以上の600〜700kg
/cm2に達するものもある。As described above, when a pavement material having an initial strength of ultra-rapid early strength is used, the traffic can be opened quickly. However, as described above, this pavement material has an initial strength of ultra-rapid early strength. Therefore, the required strength is 600 to 700 kg more than the required strength.
Some reach up to / cm 2 .
【0007】この結果、マンホール上部の補修に際し、
蓋受枠の撤去はその周囲に舗設された舗装構造体の撤去
を伴うが、このとき、前記舗装構造体が前記の初期強度
が超早強強度の舗装材で構成されている場合、その撤去
に際し、舗装構造体を破砕することは極めて困難とな
る。このため、蓋受枠とその周囲の舗装構造体の撤去は
その全体を一体として引き上げることになり、その撤去
に必要な撤去機には強大な力を必要とし、その作業を困
難にするばかりか、引き上げられた舗装構造体は大きな
団塊として残り、その処分に苦労するといった問題があ
る。As a result, when repairing the upper part of the manhole,
Removal of the lid receiving frame is accompanied by removal of the pavement structure paved around it, at this time, when the pavement structure is composed of a pavement material of which the initial strength is super early strength It is extremely difficult to crush the pavement structure. For this reason, the removal of the lid receiving frame and the surrounding pavement structure will raise the whole as a unit, and the removal machine necessary for the removal requires a great force, which not only makes the work difficult, The raised pavement structure remains as a large nodule, and there is a problem that it is difficult to dispose of it.
【0008】本発明の目的とするところは、マンホール
上部補修にあたって、撤去作業を容易に行えるようにし
たマンホール上部周囲に舗設された舗装構造体を提供す
ることにある。It is an object of the present invention to provide a pavement structure paved around the upper part of the manhole so that the removal work can be easily performed in repairing the upper part of the manhole.
【0009】[0009]
【課題を解決するための手段】上記目的を達成するため
に、請求項1に記載の発明は、マンホール上部周囲に舗
設されたリング状の舗装構造体であって、該舗装構造体
には、周方向に小分割可能に縦方向に縁切り体を適宜間
隔で介在させたことを特徴とする。In order to achieve the above object, the invention according to claim 1 is a ring-shaped pavement structure paved around the upper part of a manhole, wherein the pavement structure comprises: It is characterized in that the edging bodies are interposed in the longitudinal direction at appropriate intervals so as to be divided into small portions in the circumferential direction.
【0010】かかる構成から、マンホール上部周囲に舗
設された舗装構造体を縁切り体によって、容易に小分割
することができることになり、これにより、マンホール
上部の補修に際し、舗装構造体が超早強強度の舗装材か
らなるものであっても、これを小分割して撤去すること
ができ、その撤去に強大な撤去機の必要が無く、撤去作
業が容易に行えるとともに、小さな団塊として撤去する
ので、撤去後の処分も容易となる。With such a structure, the pavement structure paved around the upper part of the manhole can be easily divided into small pieces by the edging body, which allows the pavement structure to have an extremely high strength when repairing the upper part of the manhole. Even if it consists of pavement material, it can be divided into small pieces and removed, there is no need for a powerful removal machine for that removal, the removal work can be done easily, and since it is removed as a small nodule, Disposal after removal is also easy.
【0011】請求項2に記載の発明は、前記請求項1に
記載の縁切り体が舗装構造体とその接着面において剥離
可能な材質のもので形成された板体からなることを特徴
とする。A second aspect of the present invention is characterized in that the edging body according to the first aspect comprises a pavement structure and a plate body made of a material capable of being peeled off at an adhesive surface thereof.
【0012】このようにすることにより、舗装構造体に
力を加えると、舗装構造体と縁切り体との接着面が剥離
し、これにより舗装構造体は容易に小分割される。By doing so, when a force is applied to the pavement structure, the adhesive surface between the pavement structure and the edging body is peeled off, whereby the pavement structure is easily subdivided.
【0013】請求項3に記載の発明は、前記請求項1に
記載の縁切り体が前記舗装構造体よりも破壊強度の弱い
材質のもので形成されていることを特徴とする。A third aspect of the present invention is characterized in that the edging body according to the first aspect is made of a material having a lower breaking strength than the pavement structure.
【0014】このようにすることにより、舗装構造体に
力を加えると、縁切り体が破壊し、これにより舗装構造
体は容易に小分割される。By doing so, when a force is applied to the pavement structure, the edging body is broken, whereby the pavement structure is easily subdivided.
【0015】[0015]
【発明の実施の形態】以下、本発明に係るマンホール上
部周囲に舗設された舗装構造体の実施の形態の一例を図
面に基づいて詳細に説明する。図1はマンホール上部周
囲に舗設された舗装構造体の一例を示す縦断面図、図2
は舗装構造体の横断面図である。BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, an example of an embodiment of a pavement structure paved around a manhole upper portion according to the present invention will be described in detail with reference to the drawings. 1 is a vertical cross-sectional view showing an example of a pavement structure paved around the upper part of a manhole, FIG.
[Fig. 3] is a cross-sectional view of a pavement structure.
【0016】同図において、1はマンホール、2はマン
ホール1の開口部上部に高さ調整用の調整リング3を介
して取り付けられている蓋受枠、4はマンホール1の上
部周囲即ち蓋受枠2の周囲と舗装路盤5との間に形成さ
れたリング状の空洞部に舗装材を舗設して形成したリン
グ状の舗装構造体である。In the figure, 1 is a manhole, 2 is a lid receiving frame which is attached to the upper part of the opening of the manhole 1 through an adjusting ring 3 for height adjustment, and 4 is the upper periphery of the manhole 1, that is, the lid receiving frame 2. The ring-shaped pavement structure is formed by paving a pavement material in a ring-shaped cavity formed between the periphery and the pavement base 5.
【0017】前記リング状の舗装構造体4には、周方向
に小分割可能に縦方向に縁切り体6が適宜間隔で介在さ
せてある。前記舗装構造体4における縁切り体6の介在
は、舗装構造体4が介在する縁切り体6を境に容易に分
割できる程度であればよく、必ずしも舗装構造体4を縁
切り体6によって完全に分離した状態にする必要はな
い。In the ring-shaped pavement structure 4, edging members 6 are vertically interposed at appropriate intervals so that the paving structure 4 can be subdivided in the circumferential direction. The interposition of the edging body 6 in the pavement structure 4 may be such that the edging body 6 intervening the paving structure body 4 can be easily divided, and the pavement structure body 4 is not necessarily completely separated by the edging body 6. It doesn't need to be in a state.
【0018】むしろ、縁切り体6を挟んで両側にある舗
装構造体4の部分の一部が連なっていた方が、舗装構造
体4の一体性を保つ点から好ましい場合がある。本例で
は、縁切り体6が舗装構造体4の内部に埋設され、舗装
構造体4は縁切り体6の外周囲で連なった状態となるよ
うに介在している。Rather, it may be preferable that a part of the pavement structure 4 on both sides of the edging body 6 is connected to the pavement structure 4 in order to maintain the integrity of the pavement structure 4. In this example, the edging body 6 is embedded inside the pavement structure 4, and the paving structure 4 is interposed so as to be in a continuous state around the outer periphery of the edging body 6.
【0019】また、本例では舗装構造体4の一体性を保
たせるために、縁切り体6に貫通穴7が形成されてお
り、この舗装構造体4が貫通穴7を通して連なった状態
にある。しかしながら、前記縁切り体6の外周囲や貫通
穴7を通しての舗装構造体4の連なりは、舗装構造体4
を縁切り体6による小分割を困難にするものにならない
程度であることを要する。Further, in this example, in order to maintain the integrity of the pavement structure 4, a through hole 7 is formed in the edging body 6, and the pavement structure 4 is in a continuous state through the through hole 7. However, when the pavement structure 4 is connected to the outer periphery of the edging body 6 or through the through hole 7,
It is necessary that it is not so difficult to make the small division by the edging body 6.
【0020】また、前記縁切り体6による舗装構造体4
の分割数は本例では8分割となっているが、これは撤去
作業や撤去後の処理等の容易さにより求められるもので
あって、特に限定されるものではない。Further, the pavement structure 4 by the edging body 6
Although the number of divisions of 8 is 8 in this example, this is required due to the ease of removal work and post-removal processing, and is not particularly limited.
【0021】また、前記縁切り体6にあっては、舗装構
造体4を分割可能に縁切りが行えるものであれば、その
形状、材質は特に限定されるものではない。縁切り体6
として例えば、舗装構造体4とその接着面において剥離
可能な材質、例えば金属、合成樹脂、紙、木等で形成さ
れた板体や、舗装構造体4よりも破壊強度の弱い材質、
例えば石膏ボード等で形成されたものが挙げられる。The shape and material of the edging body 6 are not particularly limited as long as the edging can be performed so that the pavement structure 4 can be divided. Edge cut body 6
As the material, for example, a material that can be peeled off from the pavement structure 4 and its adhesive surface, such as a plate formed of metal, synthetic resin, paper, wood, or a material having a lower breaking strength than the pavement structure 4,
For example, a gypsum board or the like may be used.
【0022】このように構成することにより、マンホー
ル1の上部補修に際し、蓋受枠2とともに舗装構造体4
を撤去する場合、舗装構造体4を縁切り体6によって、
容易に小分割することができることになり、これによ
り、マンホール1の上部補修に際し、舗装構造体4が超
早強強度の舗装材からなるものであっても、これを小分
割して撤去することができ、その撤去に強大な撤去機の
必要が無く、撤去作業が容易に行えるとともに、小さな
団塊として撤去するので、撤去後の処分も容易となる。With this structure, when repairing the upper portion of the manhole 1, the pavement structure 4 together with the lid receiving frame 2 is repaired.
When removing the, the pavement structure 4 by the edging body 6,
This makes it possible to easily subdivide the manhole 1, and to repair the upper part of the manhole 1 by subdividing the pavement structure 4 even if the pavement structure 4 is made of super early strength pavement material. Since it is possible to remove it, there is no need for a powerful removal machine, the removal work can be done easily, and since it is removed as a small nodule, disposal after removal is also easy.
【0023】そして、前記縁切り体6が舗装構造体4と
その接着面において剥離可能な金属或いは合成樹脂製の
板体からなるものである場合、舗装構造体4に力を加え
ると、舗装構造体4と縁切り体6との接着面が剥離し、
これにより舗装構造体4を容易に小分割することができ
る。When the edging body 6 is composed of the pavement structure 4 and a plate made of a metal or a synthetic resin which can be peeled off at the adhesive surface thereof, when a force is applied to the pavement structure 4, the pavement structure 4 The adhesive surface between 4 and the edging body 6 is peeled off,
This allows the pavement structure 4 to be easily subdivided.
【0024】また、前記縁切り体6が前記舗装構造体4
よりも破壊強度の弱い材質のもので形成されている場
合、舗装構造体4に力を加えると、縁切り体6が破壊し
て、これにより舗装構造体4を容易に小分割することが
できる。Further, the edging body 6 is the pavement structure 4
When the pavement structure 4 is made of a material having a lower breaking strength, a force is applied to the pavement structure 4 to break the edging body 6, whereby the pavement structure 4 can be easily subdivided.
【0025】なお、本例ではマンホール1の開口部上に
調整リング3を介して蓋受枠2を取り付けているが、前
記調整リング3は図3に示すように周方向に複数に分割
されたコンクリート等のブロック3aから構成され、各
ブロック3aはモルタルや樹脂等の接着材3bにより接
着され一体化した構造となっている。このようにするこ
とにより、マンホール1の上部補修に際し、調整リング
3を撤去する場合も、調整リング3をブロック3a毎に
容易に分割することが可能となり、その撤去作業や処理
を容易にする。In this example, the lid receiving frame 2 is mounted on the opening of the manhole 1 through the adjusting ring 3, but the adjusting ring 3 is divided into a plurality of concretes in the circumferential direction as shown in FIG. And the like. Each block 3a has a structure in which the blocks 3a are adhered and integrated by an adhesive 3b such as mortar or resin. By doing so, even when the adjustment ring 3 is removed when repairing the upper portion of the manhole 1, it is possible to easily divide the adjustment ring 3 into blocks 3a, which facilitates the removal work and processing.
【0026】[0026]
【発明の効果】以上のように、本発明に係るマンホール
上部周囲の舗装構造体によれば、舗装構造体に、その周
方向に小分割可能に縦方向に縁切り体を適宜間隔で介在
させた構成としたので、マンホール上部周囲に舗設され
た舗装構造体を縁切り体によって、容易に小分割するこ
とができることになり、これにより、マンホール上部の
補修に際し、舗装構造体が超早強強度の舗装材からなる
ものであっても、これを小分割して撤去することがで
き、その撤去に強大な撤去機の必要が無く、撤去作業を
容易に行うことができるとともに、舗装構造体を小さな
団塊として撤去するので、撤去後の処分作業も容易に行
うことができる。As described above, according to the pavement structure around the upper part of the manhole according to the present invention, the pavement structure has the edging bodies interposed at appropriate intervals in the longitudinal direction so that the pavement structure can be subdivided in the circumferential direction. Since it is configured, the pavement structure paved around the upper part of the manhole can be easily subdivided by the edging body, which allows the pavement structure to have an extremely early and strong pavement when repairing the upper part of the manhole. Even if it is made of wood, it can be divided into small pieces and removed, there is no need for a powerful removal machine for removal, and the removal work can be easily performed, and the pavement structure can be a small nodule. Since it is removed as, it is possible to easily perform the disposal work after the removal.
【図1】本発明に係るマンホール上部周囲の舗装構造体
の実施の形態の一例を示す縦断面図である。FIG. 1 is a vertical sectional view showing an example of an embodiment of a pavement structure around a manhole upper portion according to the present invention.
【図2】図1に示す舗装構造体の横断面図である。2 is a cross-sectional view of the pavement structure shown in FIG.
【図3】図1に示す調整リングの横断面図である。3 is a cross-sectional view of the adjustment ring shown in FIG.
1 マンホール 2 蓋受枠 3 調整リング 4 舗装構造体 5 舗装路盤 6 縁切り体 7 貫通穴 1 manhole 2 Lid receiving frame 3 adjustment ring 4 Pavement structure 5 paved roadbed 6 edging body 7 through holes
───────────────────────────────────────────────────── フロントページの続き (72)発明者 斉藤 博 東京都千代田区大手町2丁目6番2号 東京都下水道サービス株式会社内 (72)発明者 小岩 三郎 埼玉県草加市瀬崎町562−32 (72)発明者 今崎 雄司 東京都中野区江古田1−8−13 (56)参考文献 特開 平10−266120(JP,A) 特開 平4−131407(JP,A) 特開 平8−326008(JP,A) 特開 昭64−83725(JP,A) 特開 平6−158677(JP,A) 実開 平7−10004(JP,U) (58)調査した分野(Int.Cl.7,DB名) E01C 9/00 E01C 23/00 E02D 29/12 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Hiroshi Saito 2-6-2 Otemachi, Chiyoda-ku, Tokyo Within Tokyo Sewer Service Co., Ltd. (72) Saburo Koiwa 562-32, Sezaki-cho, Soka-shi, Saitama ( 72) Inventor Yuji Imazaki 1-8-13 Ekoda, Nakano-ku, Tokyo (56) Reference JP-A-10-266120 (JP, A) JP-A-4-131407 (JP, A) JP-A-8-326008 ( JP, A) JP 64-83725 (JP, A) JP 6-158677 (JP, A) Actual Kaihei 7-10004 (JP, U) (58) Fields investigated (Int.Cl. 7 , DB name) E01C 9/00 E01C 23/00 E02D 29/12
Claims (3)
状の舗装構造体であって、該舗装構造体には、周方向に
小分割可能に縦方向に縁切り体を適宜間隔で介在させた
ことを特徴とするマンホール上部周囲の舗装構造体。1. A ring-shaped pavement structure paved around the upper portion of a manhole, wherein the pavement structure is provided with edging bodies interposed at appropriate intervals in the longitudinal direction so that the paving structure can be subdivided in the circumferential direction. The pavement structure around the upper part of the characteristic manhole.
において剥離可能な材質のもので形成された板体からな
ることを特徴とする請求項1に記載のマンホール上部周
囲の舗装構造体。2. The pavement structure around the upper part of the manhole according to claim 1, wherein the edging body is a pavement structure and a plate body made of a material that can be peeled off at an adhesive surface thereof.
壊強度の弱い材質のもので形成されていることを特徴と
する請求項1に記載のマンホール上部周囲の舗装構造
体。3. The pavement structure around the upper portion of the manhole according to claim 1, wherein the edging body is formed of a material having a lower breaking strength than the pavement structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2000128704A JP3377981B2 (en) | 2000-04-28 | 2000-04-28 | Pavement structure around the upper part of the manhole |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2000128704A JP3377981B2 (en) | 2000-04-28 | 2000-04-28 | Pavement structure around the upper part of the manhole |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2001311106A JP2001311106A (en) | 2001-11-09 |
| JP3377981B2 true JP3377981B2 (en) | 2003-02-17 |
Family
ID=18638107
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2000128704A Expired - Fee Related JP3377981B2 (en) | 2000-04-28 | 2000-04-28 | Pavement structure around the upper part of the manhole |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3377981B2 (en) |
-
2000
- 2000-04-28 JP JP2000128704A patent/JP3377981B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JP2001311106A (en) | 2001-11-09 |
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