JPH08120700A - Opening device for manhole or hand-hole and construction method for manhole or hand-hole in paving surface making use thereof - Google Patents

Opening device for manhole or hand-hole and construction method for manhole or hand-hole in paving surface making use thereof

Info

Publication number
JPH08120700A
JPH08120700A JP6284191A JP28419194A JPH08120700A JP H08120700 A JPH08120700 A JP H08120700A JP 6284191 A JP6284191 A JP 6284191A JP 28419194 A JP28419194 A JP 28419194A JP H08120700 A JPH08120700 A JP H08120700A
Authority
JP
Japan
Prior art keywords
frame member
asphalt
manhole
opening device
lower frame
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
JP6284191A
Other languages
Japanese (ja)
Inventor
Toshiaki Inoue
敏明 井上
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP6284191A priority Critical patent/JPH08120700A/en
Publication of JPH08120700A publication Critical patent/JPH08120700A/en
Pending legal-status Critical Current

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Abstract

PURPOSE: To make it possible to apply sufficient pressure to asphalt in the peripheral part of an opening device when a manhole or a hand-hole is constructed on a paving surface, prevent the occurrence of hollows or uneven steps in a road in the vicinity of the opening device, prevent water-leakage and, at the same time, to enable cars, etc., to move safely. CONSTITUTION: A sill member 1 is mounted on an opening section of a concrete riser 5. A temporary cover member is mounted to a receiver 12 of the sill member 1 with bolts. Granular crushed stone 6 is spread all over to cast asphalt 7. The surface of the asphalt is solidified with a roller and is finished in specific height. A temporary hole 71 is bored in the asphalt 7, the sill member 1 and temporary cover member are exposed, and the temporary cover member is removed. Bolts 41 are screwed in screw holes 13 of the receiver 12 of the sill member 1 to erect. A frame main body 31 of a head member 3 is loaded to the upper part of the bolt 41, the height of the frame main body 31 is adjusted with nuts 43, and the upper surface of the frame main body 31 is flush with a road 72 of the asphalt 7.

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、マンホールまたはハン
ドホール用開口部装置及びそれを使用した舗装面におけ
るマンホールまたはハンドホールの施工方法に関するも
のである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a manhole or handhole opening device and a method for constructing a manhole or handhole on a paved surface using the same.

【0002】[0002]

【従来技術】アスファルト道路にマンホールやハンドホ
ールを施工する場合、まず、開口部装置を基管であるコ
ンクリート立管の上部に取り付ける。この際、開口部装
置の上面(開口蓋上面)が施工後のアスファルトの路面
高さと同じ高さになるようにしておく。次に、粒調砕石
を一定の厚さに敷き、これを均した後、アスファルトを
打ち込む。アスファルトは仕上げ面高さよりやや高く打
ち込んでおき、転圧ローラで圧力をかけて所定の路面高
さに仕上げ、開口部装置の上面と面一になるようにす
る。
2. Description of the Related Art When constructing a manhole or a handhole on an asphalt road, first, an opening device is attached to an upper portion of a concrete standing pipe which is a base pipe. At this time, the upper surface of the opening device (the upper surface of the opening lid) is set to the same height as the road surface height of the asphalt after construction. Next, crushed grain stones are laid to a certain thickness, leveled, and then asphalt is driven. The asphalt is driven slightly higher than the height of the finished surface and pressure is applied by a roller to finish it to a predetermined road surface height so that it is flush with the upper surface of the opening device.

【0003】[0003]

【発明が解決しようとする課題】しかし、上記したよう
な従来のマンホールやハンドホールの施工方法には、次
のような課題があった。すなわち、開口部装置の周囲部
分のアスファルトには、開口部装置の高さがすでに固定
されているため、これが邪魔になって転圧ローラによる
圧力がかけにくい。圧力が十分にかかっていない場合、
周囲部分のアスファルトは同じ厚さであっても、十分に
圧力がかかった他の部分と比べて密度が不足している。
このため、施工後、自動車の荷重などにより周囲部分の
路面が次第に凹み、これによって生じる開口部装置との
段差に走行中の自動車のタイヤが当たって大きな騒音を
発生し、更にはハンドルを取られたり、タイヤがパンク
する危険があった。また、凹部の歪によって路面に亀裂
が入り、マンホールやハンドホール内に漏水が起こりや
すくなっていた。
However, the conventional manhole and handhole construction methods described above have the following problems. That is, since the height of the opening device is already fixed to the asphalt around the opening device, it is difficult to apply pressure by the pressure roller to the obstacle. If there is not enough pressure,
The asphalt in the surrounding area is of the same thickness, but lacks the density compared to the other areas under sufficient pressure.
For this reason, after construction, the road surface of the surrounding part gradually dents due to the load of the car, etc., and the tire of the running car hits the step with the opening device generated by this, generating a loud noise, and further the steering wheel is removed. There was a risk of flat tires. Further, the road surface is cracked due to the distortion of the recesses, and water leakage easily occurs in the manhole and the handhole.

【0004】従って、一般的には開口部装置の周囲部分
のアスファルトを更に高く盛り上げて転圧ローラで十分
に圧力をかけるようにしている。しかし、この場合も、
盛り上げるアスファルトの量の調整が難しく、多くの場
合、周囲部分が高くなりすぎて開口部装置の上面がアス
ファルトの路面より凹んでしまっていた。これでは、雨
天時には凹んだ部分に雨水が溜るので、マンホールやハ
ンドホール内部に漏水するばかりでなく、作業時の開蓋
もしにくかった。
Therefore, generally, the asphalt in the peripheral portion of the opening device is further raised and the pressure is sufficiently applied by the pressure roller. But in this case too,
It was difficult to adjust the amount of asphalt to build up, and in many cases the surrounding area became too high and the upper surface of the opening device was recessed from the asphalt road surface. In this case, rainwater collects in the recessed portion when it rains, which not only causes water to leak inside the manhole and handhole, but also makes it difficult to open the lid during work.

【0005】また、マンホールやハンドホールが設けら
れる場所は、水平な路面ばかりではなく、傾斜した路面
に設けられる場合もある。ところが、コンクリート立管
は通常は垂直に設けられるために、その上部に取り付け
られる開口部装置の上面は水平になる。つまり、このよ
うな場合は、水平な開口部装置の上面と、傾斜した路面
との間に凹部や段差を生じることになり、上記と同様の
課題を生じていた。
Further, the manhole and the handhole may be provided not only on a horizontal road surface but also on an inclined road surface. However, since the concrete vertical pipe is usually installed vertically, the upper surface of the opening device attached to the upper part of the concrete vertical pipe is horizontal. That is, in such a case, a concave portion or a step is formed between the upper surface of the horizontal opening device and the inclined road surface, which causes the same problem as described above.

【0006】[0006]

【発明の目的】本発明は、上記課題を解消するもので、
舗装面にマンホールやハンドホールを施工する際に、開
口部装置の周囲部分のアスファルトに十分な圧力をかけ
ることができるようにして、開口部装置近傍の路面の凹
みや段差の発生を防止し、漏水を防ぐと共に、自動車な
どが安全に走行できるようにする。また、マンホールや
ハンドホールを施工する舗装面が傾斜している場合で
も、開口部装置の上面を舗装面と面一に仕上げることが
できるようにすることを目的とする。
The object of the present invention is to solve the above problems.
When constructing a manhole or handhole on the pavement surface, it is possible to apply sufficient pressure to the asphalt around the opening device, preventing the formation of dents and steps on the road surface near the opening device, Prevent water leakage and allow cars to travel safely. Another object of the present invention is to make it possible to finish the upper surface of the opening device flush with the pavement surface even when the pavement surface on which the manhole or handhole is constructed is inclined.

【0007】[0007]

【目的を達成するための手段】上記目的を達成するため
に講じた本発明の手段は次のとおりである。第1の手段
にあっては、アスファルト道路などの舗装面にマンホー
ルまたはハンドホールを施工する際に使用する開口部装
置であって、この装置は、埋設してある基管の開口部に
装着される下枠部材と、この下枠部材の開口部を塞ぐ着
脱可能な仮蓋部材と、開閉蓋を有し、上記下枠部材に装
着される上枠部材と、この上枠部材の高さを調整する調
整手段と、を備えた、マンホールまたはハンドホール用
開口部装置である。
[Means for Achieving the Object] The means of the present invention for achieving the above object are as follows. The first means is an opening device used when constructing a manhole or a handhole on a pavement surface such as an asphalt road, and the device is attached to the opening of a buried base pipe. A lower frame member, a detachable temporary lid member that closes the opening of the lower frame member, an open / close lid, and an upper frame member that is attached to the lower frame member, and a height of the upper frame member. A manhole or handhole opening device comprising: adjusting means for adjusting.

【0008】第2の手段にあっては、上枠部材を傾斜さ
せて固定できる傾斜固定手段を有する、第1の手段に係
るマンホールまたはハンドホール用開口部装置である。
The second means is the manhole or handhole opening device according to the first means, which has a tilt fixing means for tilting and fixing the upper frame member.

【0009】第3の手段にあっては、アスファルト道路
などの舗装面にマンホールまたはハンドホールを施工す
る方法であって、この方法は、埋設してある基管の開口
部に下枠部材を装着するステップと、下枠部材の開口部
に仮蓋部材を装着して塞ぐステップと、アスファルトを
打ち込んで上記基管と下枠部材及び仮蓋部材を埋め、転
圧をかけて表面を所定の高さに仕上げるステップと、上
記下枠部材及び仮蓋部材が露出するようにアスファルト
を除去して仮孔を設けるステップと、上記仮蓋部材を下
枠部材から取り外すステップと、上記下枠部材に上枠部
材を取り付け、上枠部材の上面が路面と実質的に面一に
なるように、上枠部材を調整するステップと、上記仮孔
と上枠部材間の隙間及び上記下枠部材と上枠部材間の隙
間に充填材を注入して塞ぐステップと、を含む、舗装面
におけるマンホールまたはハンドホールの施工方法であ
る。
The third means is a method of constructing a manhole or a handhole on a pavement surface such as an asphalt road, in which a lower frame member is attached to an opening of a buried base pipe. And closing the opening of the lower frame member with the temporary lid member, and driving the asphalt to fill the base pipe, the lower frame member and the temporary lid member, and apply a rolling pressure to the surface to a predetermined height. A step of removing the asphalt to expose the lower frame member and the temporary lid member to form a temporary hole, removing the temporary lid member from the lower frame member, and removing the temporary frame member from the lower frame member. Attaching the frame member, adjusting the upper frame member so that the upper surface of the upper frame member is substantially flush with the road surface, the gap between the temporary hole and the upper frame member, and the lower frame member and the upper frame Injecting filler into the gap between members Comprising the steps of closing Te, a, a method of constructing a manhole or hand hole in the pavement.

【0010】[0010]

【作用】アスファルト表面に転圧をかけるときは、開口
部装置が表面に露出しておらず邪魔になるものがないの
で、十分に固めることができる。つまり、従来のように
開口部装置の周囲に盛り上げるアスファルトの量に気を
使ったり、開口部装置を壊さないように転圧ローラを細
かく操縦するなどの面倒な作業は不要であり、転圧作業
が迅速にできる。
When the compaction is applied to the surface of the asphalt, the opening device is not exposed on the surface and there is no obstacle so that it can be sufficiently solidified. In other words, there is no need for troublesome work such as paying attention to the amount of asphalt that heaps up around the opening device, or finely manipulating the compaction roller so as not to destroy the opening device, as in the past. Can be done quickly.

【0011】開口部装置の上面と路面を面一に仕上げる
作業は、転圧して路面が仕上がった後に、この路面に開
口部装置の上枠部材を調整し上面を面一に合わせるの
で、容易かつ美麗に仕上げることができる。なお、開口
部装置の周囲部分となる路面は十分に固まっているの
で、施工後に凹みや段差が生じにくい。従って、基管内
への漏水が防止できると共に、走行中の自動車のタイヤ
が当たって大きな騒音を発生したり、ハンドルを取られ
たり、タイヤがパンクするなどの危険が防止できる。
The work of finishing the upper surface of the opening device and the road surface flush with each other is easy because the upper frame member of the opening device is adjusted to the road surface after the road surface is finished by rolling to make the upper surface flush. It can be finished beautifully. In addition, since the road surface around the opening device is sufficiently hardened, a dent or a step is unlikely to occur after the construction. Therefore, it is possible to prevent water leakage into the base pipe, and it is possible to prevent a risk that a tire of a moving vehicle hits the tire and generates a large noise, a steering wheel is taken off, or the tire is punctured.

【0012】充填材が硬化すると、充填部分の遮蔽効果
が十分であると共に、例えば高さ調整手段や傾斜固定手
段を構成する各部材が腐蝕した場合でも、充填材の強度
で上枠部材を支えることができる。
When the filling material hardens, the filling portion has a sufficient shielding effect, and the upper frame member is supported by the strength of the filling material even when, for example, each member constituting the height adjusting means and the tilt fixing means is corroded. be able to.

【0013】傾斜固定手段を備えた装置にあっては、施
工部の路面が傾斜しており、しかも基管が垂直に立ち上
がっている場合でも、開口部装置の上面、すなわち上枠
部材の上面を傾斜させて路面と実質的に面一に合わせる
ことが可能になる。従って、従来のように上枠部材が水
平であるために生じる凹部や段差をなくすことができる
ので、基管内への漏水が防止できると共に、走行中の自
動車のタイヤが当たって大きな騒音を発生したり、ハン
ドルを取られたり、タイヤがパンクするなどの危険が防
止できる。
In the device provided with the inclination fixing means, even when the road surface of the construction portion is inclined and the base pipe is standing upright, the upper surface of the opening device, that is, the upper surface of the upper frame member is It becomes possible to incline and make it substantially flush with the road surface. Therefore, since it is possible to eliminate the recesses and steps that occur because the upper frame member is horizontal as in the conventional case, it is possible to prevent water leakage into the base pipe and generate a large amount of noise by hitting the tires of a running vehicle. You can prevent dangers such as, the steering wheel being taken off, and the tire being flat.

【0014】[0014]

【実施例】本発明を図面に示した実施例に基づき更に詳
細に説明する。図1は本発明に係る開口部装置の施工状
態を示す要部断面図である。符号Aはハンドホール用の
開口部装置で、下枠部材1と仮蓋部材2(図2に図示)
と上枠部材3と高さ調整具4を備えている。なお、仮蓋
部材2は施工途中で取り外されるので、施工完成図であ
る図1には図示されていない。
The present invention will be described in more detail based on the embodiments shown in the drawings. FIG. 1 is a cross-sectional view of essential parts showing a construction state of an opening device according to the present invention. Reference numeral A is an opening device for a handhole, which includes a lower frame member 1 and a temporary lid member 2 (shown in FIG. 2).
And an upper frame member 3 and a height adjuster 4. Since the temporary lid member 2 is removed during construction, it is not shown in FIG. 1, which is a completed construction drawing.

【0015】下枠部材1は実質的に扁平な円筒形状であ
る。下枠部材1の下部となる一端側には載置フランジ1
1が全周にわたり設けてある。また、下枠部材1の上部
となる他端側には肉厚に形成された受部12が全周にわ
たり設けてある。受部12の上面は平面に形成してあ
る。受部12には、周方向に等間隔で六箇所にネジ孔1
3、13・・・・が設けてある。また、上記フランジ1
1部分の内面には等間隔で三箇所に四角形の嵌合片1
4、14・が下方へ突出して設けてある。
The lower frame member 1 has a substantially flat cylindrical shape. The mounting flange 1 is provided on one end side which is a lower part of the lower frame member 1.
1 is provided all around. On the other end side which is the upper portion of the lower frame member 1, a receiving portion 12 formed in a thick wall is provided over the entire circumference. The upper surface of the receiving portion 12 is formed flat. The receiving portion 12 has six screw holes 1 at equal intervals in the circumferential direction.
3, 13, ... Are provided. Also, the flange 1
Square fitting pieces 1 at three locations on the inner surface of one part at equal intervals
4 and 14 are provided so as to project downward.

【0016】高さ調整手段である上記高さ調整具4は、
所要長さのボルト41と二個のナット42、43からな
る。ボルト41はボルトヘッドを有さず、ほぼ全体がネ
ジ部であり、上記各ネジ孔13に螺合して立設される。
また、上記したように、施工途中においては仮蓋部材2
が使用される。仮蓋部材2は円板状で下枠部材1の受部
12の外径とほぼ同じ直径に形成してある。仮蓋部材2
には各ネジ孔13に対応する挿通孔21、21・・・・
が貫通して設けてある。なお、仮蓋部材2は上記高さ調
整具4とは別のボルト44(図2参照)で固定される。
The height adjusting tool 4 which is a height adjusting means,
It consists of a bolt 41 of a required length and two nuts 42 and 43. The bolt 41 does not have a bolt head, is substantially a screw portion, and is erected by being screwed into each of the screw holes 13.
Further, as described above, the temporary lid member 2 is in the process of being constructed.
Is used. The temporary lid member 2 is disc-shaped and is formed to have a diameter substantially the same as the outer diameter of the receiving portion 12 of the lower frame member 1. Temporary lid member 2
Insertion holes 21, 21 ... Corresponding to each screw hole 13
Is pierced through. The temporary lid member 2 is fixed by a bolt 44 (see FIG. 2) different from the height adjusting tool 4.

【0017】上記上枠部材3は、高さ調整具4の上部に
取り付けられる。上枠部材3は円環状の枠本体31を有
している。枠本体31の中央部は円形の開口部である蓋
孔32となっている。蓋孔32の内側面は、装着される
円形の開閉蓋33が落ちないように下部側を窄めて形成
してある。なお、開閉蓋33を蓋孔32に嵌めたときに
は開閉蓋33上面は蓋孔32の開口縁と面一になるよう
にしてある。
The upper frame member 3 is attached to the upper part of the height adjuster 4. The upper frame member 3 has an annular frame body 31. A central portion of the frame body 31 is a lid hole 32 which is a circular opening. The inner side surface of the lid hole 32 is formed by narrowing the lower side so that the circular opening / closing lid 33 to be mounted does not fall. When the opening / closing lid 33 is fitted into the lid hole 32, the upper surface of the opening / closing lid 33 is flush with the opening edge of the lid hole 32.

【0018】枠本体31の上下面には全周にわたり凹溝
34、34が設けてある。凹溝34部分には周方向に等
間隔で六箇所に挿通孔35、35・・・・が貫通して設
けてある。各挿通孔35は各ネジ孔13に対応してお
り、その内径は上記ボルト41の直径よりやや大きくル
ーズに形成してある。なお、この各挿通孔35は上記各
高さ調整具4とともに傾斜固定手段を構成する。そし
て、枠本体31はナット42、43で各挿通孔35を挟
むようにしてボルト41に取り付けられる。
Grooves 34, 34 are provided on the upper and lower surfaces of the frame body 31 over the entire circumference. .. penetrate through the recessed groove 34 at six positions in the circumferential direction at equal intervals. Each insertion hole 35 corresponds to each screw hole 13, and its inner diameter is slightly larger than the diameter of the bolt 41 and is formed loosely. The insertion holes 35 together with the height adjusters 4 form tilt fixing means. Then, the frame main body 31 is attached to the bolt 41 such that the insertion holes 35 are sandwiched by the nuts 42 and 43.

【0019】(作 用)図2ないし図4は施工方法を示
す説明図であり、図2は下枠部材に仮蓋部材を被せてア
スファルトを転圧して仕上げた状態を示す要部断面図、
図3はアスファルトを取り除いて仮孔を設け仮蓋部材を
取り外した状態を示す要部断面図、図4は下枠部材に高
さ調整ボルトを取り付けた状態を示す要部断面図であ
る。図を参照して本実施例の施工方法及び作用を説明す
る。
(Operation) FIGS. 2 to 4 are explanatory views showing a construction method. FIG. 2 is a cross-sectional view of an essential part showing a state in which the lower frame member is covered with a temporary lid member and the asphalt is rolled and finished.
FIG. 3 is a cross-sectional view of an essential part showing a state in which asphalt is removed to provide a temporary hole and a temporary lid member is removed, and FIG. 4 is a cross-sectional view of an essential part showing a state in which a height adjusting bolt is attached to a lower frame member. The construction method and operation of this embodiment will be described with reference to the drawings.

【0020】ハンドホールを施工する部分には、基管で
あるコンクリート立管5が垂直に埋設してある。コンク
リート立管5は施工前の路面に突出している。 コンクリート立管5の開口部の内面に各嵌合片14
を内接させて下枠部材1を載置する。そして、下枠部材
1の受部12に仮蓋部材2をボルト44で取り付ける。
なお、仮蓋部材2は下枠部材1にあらかじめ取り付けて
おいてもよい。
A concrete standing pipe 5, which is a base pipe, is vertically embedded in the portion where the handhole is constructed. The concrete standpipe 5 projects to the road surface before construction. Each fitting piece 14 is provided on the inner surface of the opening of the concrete standpipe 5.
Is inscribed and the lower frame member 1 is mounted. Then, the temporary lid member 2 is attached to the receiving portion 12 of the lower frame member 1 with the bolt 44.
The temporary lid member 2 may be attached to the lower frame member 1 in advance.

【0021】 粒調砕石6を所要厚さに敷きつめ、ア
スファルト7を打ち込んで、コンクリート立管5と下枠
部材1及び仮蓋部材2を埋める。そして、転圧ローラ
(図示省略)により転圧をかけて表面を所定の高さに仕
上げる(図2参照)。表面に転圧をかけるときは、施工
部分の表面に何も露出していないので十分に固めること
ができる。つまり、従来のように開口部装置の周囲に盛
り上げるアスファルトの量に気を使ったり、開口部装置
を壊さないように転圧ローラを細かく操縦するなどの面
倒な作業は不要であり、転圧作業が迅速にできる。な
お、開口部装置Aの周囲部分となる表面は十分に固まっ
ているので、凹みや段差が生じにくい。従って、施工後
において、コンクリート立管5内部への漏水を防止でき
ると共に、走行中の自動車のタイヤが当たって大きな騒
音を発生したり、ハンドルを取られたり、タイヤがパン
クするなどの危険が防止できる。
Granulated crushed stones 6 are spread to a required thickness and asphalt 7 is driven in to fill the concrete standing pipe 5, the lower frame member 1 and the temporary lid member 2. Then, pressure is applied by a pressure roller (not shown) to finish the surface to a predetermined height (see FIG. 2). When applying rolling pressure to the surface, nothing is exposed on the surface of the construction part, so it can be sufficiently hardened. In other words, there is no need for troublesome work such as paying attention to the amount of asphalt that heaps up around the opening device, or finely manipulating the compaction roller so as not to destroy the opening device, as in the past. Can be done quickly. Since the surface of the opening device A which is the peripheral portion is sufficiently hardened, a dent or a step is unlikely to occur. Therefore, after the construction, it is possible to prevent water leakage into the concrete vertical pipe 5, and to prevent the risk that the tires of a moving vehicle may hit the tires and generate a loud noise, the steering wheel may be taken away, or the tires may be flat. it can.

【0022】 アスファルト7にカッター(図示省
略)で円形の仮孔71を開け、アスファルト7と粒調砕
石6を取り除き、下枠部材1及び仮蓋部材2を露出させ
る。次に仮蓋部材2を取り外す(図3参照)。
A circular temporary hole 71 is opened in the asphalt 7 with a cutter (not shown), the asphalt 7 and the grain-crushed stone 6 are removed, and the lower frame member 1 and the temporary lid member 2 are exposed. Next, the temporary lid member 2 is removed (see FIG. 3).

【0023】 下枠部材1の受部12の各ネジ孔13
に高さ調整具4のボルト41を螺合して立てる。各ボル
ト41の上部には下側のナット43を螺合して取り付け
ておく(図4参照)。
Each screw hole 13 of the receiving portion 12 of the lower frame member 1
The bolt 41 of the height adjuster 4 is screwed on and set up. A nut 43 on the lower side is screwed and attached to the upper portion of each bolt 41 (see FIG. 4).

【0024】 各ボルト41の上部に、各挿通孔35
を嵌め込むようにして、上枠部材3の枠本体31を載置
する。各ナット43を回して、枠本体31の高さを調整
し、枠本体31の上面が、ほぼ水平なアスファルト7の
路面72と面一になるようにする。そして、各ボルト4
1に上側のナット42を螺合し、枠本体31を締付け固
定し、ボルト41のうちナット42から上部へ突出した
部分を切断する。なお、ナット42は上部側の凹溝34
に収まり、枠本体31の上面からは突出しないようにし
てある。このように、上枠部材1上面と路面72を面一
に仕上げる作業は、十分に転圧して路面72が仕上がっ
た後に、上枠部材1の高さを調整し上面を面一に合わせ
るので、容易かつ美麗に仕上げることができる。
At the top of each bolt 41, each insertion hole 35
Then, the frame body 31 of the upper frame member 3 is placed. Each nut 43 is turned to adjust the height of the frame body 31 so that the upper surface of the frame body 31 is flush with the road surface 72 of the asphalt 7 which is substantially horizontal. And each bolt 4
The nut 42 on the upper side is screwed into the screw 1, the frame body 31 is tightened and fixed, and the portion of the bolt 41 protruding from the nut 42 to the upper part is cut. It should be noted that the nut 42 is provided in the upper groove 34.
, So that it does not protrude from the upper surface of the frame body 31. In this way, in the work of finishing the upper surface of the upper frame member 1 and the road surface 72 to be flush with each other, the height of the upper frame member 1 is adjusted to make the upper surface flush with each other after the road surface 72 is finished by sufficiently rolling. It can be finished easily and beautifully.

【0025】 仮孔71と上枠部材3間の隙間及び下
枠部材1と上枠部材3間の隙間に充填材8を充填する。
充填材8としては、例えば粘土状に練った樹脂モルタル
が使用される。充填材8が硬化すれば、充填部分の遮蔽
効果が十分であると共に、例えば高さ調整具4が腐蝕し
た場合でも、充填材8の強度で上枠部材3を支えること
ができる。なお、枠本体31の蓋孔32には開閉蓋33
を嵌め込んでおく(図1参照)。
The gap 8 between the temporary hole 71 and the upper frame member 3 and the gap between the lower frame member 1 and the upper frame member 3 are filled with the filling material 8.
As the filler 8, for example, a resin mortar kneaded into clay is used. When the filler 8 is hardened, the shielding effect of the filled portion is sufficient, and even if the height adjuster 4 is corroded, the strength of the filler 8 can support the upper frame member 3. An opening / closing lid 33 is provided in the lid hole 32 of the frame body 31.
(See Fig. 1).

【0026】図5は本発明に係る開口部装置の他の施工
状態を示す断面図である。本施工においては、各挿通孔
35が各ボルト41とルーズに嵌め合うことを利用し
て、各ボルト41を斜めに貫通させ、上枠部材32の枠
本体31を傾斜している路面72に合うように傾斜させ
て固定している。これにより、従来のように上枠部材3
が水平であるために生じる傾斜路面との間の凹部や段差
をなくすことができるので、コンクリート立管5内への
漏水を防止できると共に、走行中の自動車のタイヤが当
たって大きな騒音を発生したり、ハンドルを取られた
り、タイヤがパンクするなどの危険が防止できる。な
お、本発明は図示の実施例に限定されるものではなく、
特許請求の範囲の記載内において種々の変形が可能であ
る。
FIG. 5 is a sectional view showing another construction of the opening device according to the present invention. In this construction, the bolts 41 are loosely fitted into the insertion holes 35, so that the bolts 41 are obliquely penetrated and the frame body 31 of the upper frame member 32 is fitted to the inclined road surface 72. It is fixed by inclining it. As a result, the upper frame member 3 as in the conventional case
Since it is possible to eliminate recesses and steps from the sloped road surface caused by the horizontal surface, it is possible to prevent water leakage into the concrete stand pipe 5 and generate a large amount of noise by hitting the tires of a running vehicle. You can prevent dangers such as, the steering wheel being taken off, and the tire being flat. It should be noted that the present invention is not limited to the illustrated embodiment,
Various modifications are possible within the scope of the claims.

【0027】[0027]

【発明の効果】本発明は上記構成を備え、次の効果を有
する。 (a)本発明によれば、アスファルト表面に転圧をかけ
るときに、開口部装置が表面に露出しておらず邪魔にな
るものがないので、十分に転圧をかけて固めることがで
きる。つまり、従来のように開口部装置の周囲に盛り上
げるアスファルトの量に気を使ったり、開口部装置を壊
さないように転圧ローラを細かく操縦するなどの面倒な
作業は不要であり、転圧作業が迅速にできる。
The present invention having the above-mentioned structure has the following effects. (A) According to the present invention, when a rolling compaction is applied to the asphalt surface, since the opening device is not exposed on the surface and there is no obstacle, it is possible to sufficiently compact the compaction by rolling. In other words, there is no need for troublesome work such as paying attention to the amount of asphalt that heaps up around the opening device, or finely manipulating the compaction roller so as not to destroy the opening device, as in the past. Can be done quickly.

【0028】(b)開口部装置の上面と路面を面一に仕
上げる作業は、十分に転圧して路面が仕上がった後に、
この路面に開口部装置の上枠部材を調整し上面を面一に
合わせるので、容易かつ美麗に仕上げることができる。
なお、開口部装置の周囲部分となる路面は十分に固まっ
ているので、凹みや段差が生じにくい。従って、基管内
への漏水が防止できると共に、走行中の自動車のタイヤ
が当たって大きな騒音を発生したり、ハンドルを取られ
たり、タイヤがパンクするなどの危険が防止できる。
(B) To finish the upper surface of the opening device and the road surface flush with each other, after the road surface is finished by rolling sufficiently,
Since the upper frame member of the opening device is adjusted to be flush with the road surface so that the upper surface is flush with the road surface, the finish can be easily and beautifully made.
Since the road surface around the opening device is sufficiently hardened, a dent or a step is unlikely to occur. Therefore, it is possible to prevent water leakage into the base pipe, and it is possible to prevent a risk that a tire of a moving vehicle hits the tire and generates a large noise, a steering wheel is taken off, or the tire is punctured.

【0029】(c)傾斜固定手段を備えた装置にあって
は、施工部の路面が傾斜しており、しかも基管が垂直に
立ち上がっている場合でも、開口部装置の上面、すなわ
ち上枠部材の上面を傾斜させて路面と実質的に面一に合
わせることが可能になる。従って、従来のように上枠部
材が水平であるために生じる路面の凹部や段差をなくす
ことができるので、漏水や走行中の自動車の危険が防止
できる。
(C) In the device provided with the inclination fixing means, even if the road surface of the construction portion is inclined and the base pipe is standing upright, the upper surface of the opening device, that is, the upper frame member. It is possible to incline the upper surface of the vehicle so as to be substantially flush with the road surface. Therefore, it is possible to eliminate the recesses and steps on the road surface caused by the upper frame member being horizontal as in the conventional case, so that it is possible to prevent water leakage and the danger of a running vehicle.

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

【図1】本発明に係る開口部装置の施工状態を示す要部
断面図。
FIG. 1 is a cross-sectional view of essential parts showing a construction state of an opening device according to the present invention.

【図2】下枠部材に仮蓋部材を被せてアスファルトを転
圧して仕上げた状態を示す要部断面図。
FIG. 2 is a cross-sectional view of essential parts showing a state in which a lower frame member is covered with a temporary lid member and asphalt is compacted by rolling.

【図3】アスファルトを取り除いて仮孔を設け仮蓋部材
を取り外した状態を示す要部断面図。
FIG. 3 is a cross-sectional view of essential parts showing a state in which asphalt is removed, a temporary hole is provided, and a temporary lid member is removed.

【図4】下枠部材に高さ調整ボルトを取り付けた状態を
示す要部断面図。
FIG. 4 is a cross-sectional view of essential parts showing a state where height adjusting bolts are attached to the lower frame member.

【図5】本発明に係る開口部装置の他の施工状態を示す
断面図。
FIG. 5 is a cross-sectional view showing another construction state of the opening device according to the present invention.

【符号の説明】 A 開口部装置 1 下枠部材 13 ネジ孔 2 仮蓋部材 3 上枠部材 31 枠本体 32 蓋孔 33 開閉蓋 35 挿通孔 4 高さ調整具 41 ボルト 42、43 ナット[Explanation of Codes] A Opening Device 1 Lower Frame Member 13 Screw Hole 2 Temporary Lid Member 3 Upper Frame Member 31 Frame Main Body 32 Lid Hole 33 Open / Close Lid 35 Insertion Hole 4 Height Adjusting Tool 41 Bolt 42, 43 Nut

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 アスファルト道路などの舗装面にマンホ
ールまたはハンドホールを施工する際に使用する開口部
装置であって、この装置は、 埋設してある基管の開口部に装着される下枠部材と、 この下枠部材の開口部を塞ぐ着脱可能な仮蓋部材と、 開閉蓋を有し、上記下枠部材に装着される上枠部材と、 この上枠部材の高さを調整する調整手段と、を備えた、 マンホールまたはハンドホール用開口部装置。
1. An opening device used when constructing a manhole or a handhole on a pavement surface such as an asphalt road, the device being a lower frame member attached to an opening of a buried base pipe. A detachable temporary lid member for closing the opening of the lower frame member; an upper frame member having an opening / closing lid and attached to the lower frame member; and an adjusting means for adjusting the height of the upper frame member. An opening device for a manhole or a handhole, which comprises:
【請求項2】 上枠部材を傾斜させて固定できる傾斜固
定手段を有することを特徴とする、 請求項1記載のマンホールまたはハンドホール用開口部
装置。
2. The manhole or handhole opening device according to claim 1, further comprising a tilt fixing means capable of tilting and fixing the upper frame member.
【請求項3】 アスファルト道路などの舗装面にマンホ
ールまたはハンドホールを施工する方法であって、この
方法は、 埋設してある基管の開口部に下枠部材を装着するステッ
プと、 下枠部材の開口部に仮蓋部材を装着して塞ぐステップ
と、 アスファルトを打ち込んで上記基管と下枠部材及び仮蓋
部材を埋め、転圧をかけて表面を所定の高さに仕上げる
ステップと、 上記下枠部材及び仮蓋部材が露出するようにアスファル
トを除去して仮孔を設けるステップと、 上記仮蓋部材を下枠部材から取り外すステップと、 上記下枠部材に上枠部材を取り付け、上枠部材の上面が
路面と実質的に面一になるように、上枠部材を調整する
ステップと、 上記仮孔と上枠部材間の隙間及び上記下枠部材と上枠部
材間の隙間に充填材を注入して塞ぐステップと、を含
む、 舗装面におけるマンホールまたはハンドホールの施工方
法。
3. A method for constructing a manhole or a handhole on a pavement surface such as an asphalt road, the method comprising the steps of mounting a lower frame member in an opening of a buried base pipe, and a lower frame member. A step of mounting and closing a temporary lid member in the opening of the, a step of driving in asphalt to fill the base pipe, the lower frame member and the temporary lid member, and applying a rolling pressure to finish the surface to a predetermined height, Removing the asphalt so that the lower frame member and the temporary lid member are exposed to form a temporary hole; removing the temporary lid member from the lower frame member; attaching the upper frame member to the lower frame member; Adjusting the upper frame member so that the upper surface of the member is substantially flush with the road surface; filling material in the gap between the temporary hole and the upper frame member and the gap between the lower frame member and the upper frame member. Injecting and closing , Including, construction method of a manhole or hand hole in the pavement.
JP6284191A 1994-10-24 1994-10-24 Opening device for manhole or hand-hole and construction method for manhole or hand-hole in paving surface making use thereof Pending JPH08120700A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6284191A JPH08120700A (en) 1994-10-24 1994-10-24 Opening device for manhole or hand-hole and construction method for manhole or hand-hole in paving surface making use thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6284191A JPH08120700A (en) 1994-10-24 1994-10-24 Opening device for manhole or hand-hole and construction method for manhole or hand-hole in paving surface making use thereof

Publications (1)

Publication Number Publication Date
JPH08120700A true JPH08120700A (en) 1996-05-14

Family

ID=17675356

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6284191A Pending JPH08120700A (en) 1994-10-24 1994-10-24 Opening device for manhole or hand-hole and construction method for manhole or hand-hole in paving surface making use thereof

Country Status (1)

Country Link
JP (1) JPH08120700A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20020061423A (en) * 2001-01-16 2002-07-24 박인호 a hole cover is easily regulate the height
CN107460890A (en) * 2017-09-04 2017-12-12 江苏先达建设集团有限公司 A kind of city bituminous concrete pavement inspection shaft construction method
ES2684106A1 (en) * 2017-03-30 2018-10-01 Metropolitano de Tenerife, S.A. LEVELING DEVICE FOR REGISTRATION AND MOUTH CAPS ASSOCIATE LEVELING PROCEDURE (Machine-translation by Google Translate, not legally binding)
CN112832295A (en) * 2021-02-27 2021-05-25 陈美英 Self-cleaning well lid in sponge city
CN113914367A (en) * 2021-09-17 2022-01-11 湖南省安成润和商业管理有限责任公司 Fully-hidden construction method for inspection well

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20020061423A (en) * 2001-01-16 2002-07-24 박인호 a hole cover is easily regulate the height
ES2684106A1 (en) * 2017-03-30 2018-10-01 Metropolitano de Tenerife, S.A. LEVELING DEVICE FOR REGISTRATION AND MOUTH CAPS ASSOCIATE LEVELING PROCEDURE (Machine-translation by Google Translate, not legally binding)
CN107460890A (en) * 2017-09-04 2017-12-12 江苏先达建设集团有限公司 A kind of city bituminous concrete pavement inspection shaft construction method
CN107460890B (en) * 2017-09-04 2019-06-28 江苏先达建设集团有限公司 A kind of city bituminous concrete pavement inspection shaft construction method
CN112832295A (en) * 2021-02-27 2021-05-25 陈美英 Self-cleaning well lid in sponge city
CN113914367A (en) * 2021-09-17 2022-01-11 湖南省安成润和商业管理有限责任公司 Fully-hidden construction method for inspection well

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