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JP6963318B2 - How to confirm the position of the concrete side block joint in the split manhole - Google Patents
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JP6963318B2 - How to confirm the position of the concrete side block joint in the split manhole - Google Patents

How to confirm the position of the concrete side block joint in the split manhole Download PDF

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JP6963318B2
JP6963318B2 JP2019128967A JP2019128967A JP6963318B2 JP 6963318 B2 JP6963318 B2 JP 6963318B2 JP 2019128967 A JP2019128967 A JP 2019128967A JP 2019128967 A JP2019128967 A JP 2019128967A JP 6963318 B2 JP6963318 B2 JP 6963318B2
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manhole
concrete side
side block
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雄司 今▲崎▼
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株式会社メーシック
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本発明は、分割人孔における積層されたコンクリート側塊の接合部の位置を容易に確認できるようにするためのコンクリート側塊接合部の位置確認対応構造および確認方法に関する。 The present invention relates to a structure and a method for confirming the position of a concrete side block joint so that the position of the joint of the laminated concrete side blocks in the split manhole can be easily confirmed.

経年による劣化、通過する車輌の荷重や振動による疲労などの原因により劣化した人孔を更生する更生方法として、既設の人孔の内面に補強層を形成する更生方法、例えば、特許文献1に示すように、既設の人孔内部に人孔の内径より小さな外径を有する合成樹脂製の補強用筒状体を起立姿勢で挿入し、人孔の内周面と補強用筒状体の外周面との隙間にセメント系モルタルや樹脂系モルタルを注入して補強層を形成するといった更生方法が知られている。 As a rehabilitation method for rehabilitating a manhole that has deteriorated due to deterioration over time, fatigue due to the load of a passing vehicle, vibration, etc., a rehabilitation method for forming a reinforcing layer on the inner surface of an existing manhole, for example, is shown in Patent Document 1. As described above, a synthetic resin reinforcing tubular body having an outer diameter smaller than the inner diameter of the human hole is inserted into the existing manhole in an upright position, and the inner peripheral surface of the manhole and the outer peripheral surface of the reinforcing tubular body are inserted. A rehabilitation method is known in which a cement-based mortar or a resin-based mortar is injected into the gap between the manhole and the manhole to form a reinforcing layer.

また、既設の人孔を地震から保護する地震対応工法として、例えば、特許文献2に示すように、分割人孔における積層されたコンクリート側塊の接合部に沿って周溝部を形成し、周溝部に少なくともコンクリート側塊の破壊よりも弱い力で剪断する弾性接着剤を充填してシールするといった工法が知られている。 Further, as an earthquake response method for protecting an existing manhole from an earthquake, for example, as shown in Patent Document 2, a peripheral groove portion is formed along a joint portion of laminated concrete side blocks in a divided manhole, and the peripheral groove portion is formed. There is known a method of filling and sealing with an elastic adhesive that shears at least with a force weaker than the destruction of the concrete side block.

また、既設の人孔が、地震時における地盤の液状化現象によって人孔の浮き上がりを防止する人孔の浮上防止構造として、例えば、特許文献3に示すように、人孔の壁部に、地中側と人孔内とを連通する貫通孔を形成し、貫通孔に地中側から人孔内への水の流れを許容し、人孔内から地中側へ水野流れを常時遮断する逆止弁を配置した人孔の浮上防止構造が知られている。 Further, as a structure for preventing the manhole from rising due to the liquefaction of the ground during an earthquake, the existing manhole has a ground on the wall of the manhole, for example, as shown in Patent Document 3. A through hole that communicates between the inside and the inside of the manhole is formed, the through hole allows the flow of water from the underground side to the inside of the manhole, and the water field flow is always blocked from the inside of the manhole to the inside of the manhole. A manhole floating prevention structure in which a stop valve is arranged is known.

特開2017−197941号公報JP-A-2017-197941 特開2014−58844号公報Japanese Unexamined Patent Publication No. 2014-58844 特開2006−124966号公報Japanese Unexamined Patent Publication No. 2006-124966

しかしながら、特許文献1に記載された更生方法で更生された人孔は、人孔の内周面が補強層で覆われた更生構造となっているため、更生した人孔が分割人孔である場合、積層されたコンクリート側塊の接合部を外部から確認することができない。 However, since the manhole rehabilitated by the rehabilitation method described in Patent Document 1 has a rehabilitation structure in which the inner peripheral surface of the manhole is covered with a reinforcing layer, the rehabilitated manhole is a divided manhole. In this case, the joint portion of the laminated concrete side mass cannot be confirmed from the outside.

このため、更生された既設の分割人孔に特許文献2に示す地震対応工法を実施しようとしたとき、分割人孔における積層されたコンクリート側塊の接合部を外部から確認することがでず、地震対応工法の実施を困難としているといった問題があった。 Therefore, when the earthquake response method shown in Patent Document 2 is to be applied to the existing rehabilitated split manhole, the joint portion of the laminated concrete side mass in the split manhole cannot be confirmed from the outside. There was a problem that it was difficult to implement the earthquake response method.

また、更生された既設の人孔に特許文献3に示す浮上防止構造とする工事を実施しようとしたとき、人孔が分割人孔である場合には、人孔の壁部に形成する貫通孔の位置はコンクリート側塊の接合部を避ける必要があるが、積層されたコンクリート側塊の接合部を外部から確認することがでず、浮上防止構造とする工事を困難としているといった問題があった。 Further, when an attempt is made to carry out the construction of the rehabilitated existing manhole to have the levitation prevention structure shown in Patent Document 3, if the manhole is a divided manhole, a through hole formed in the wall portion of the manhole. It is necessary to avoid the joints of the concrete side lumps at the position of, but there was a problem that the joints of the laminated concrete side lumps could not be confirmed from the outside, making it difficult to construct a floating prevention structure. ..

本発明の目的は、更生後の分割人孔における積層されたコンクリート側塊の接合部の位置を容易に確認できるようにしたコンクリート側塊接合部の位置確認方法を提供することにある。 An object of the present invention is to provide a method for confirming the position of a concrete side block joint portion so that the position of the joint portion of the laminated concrete side block in the split manhole after rehabilitation can be easily confirmed.

上記の目的を達成するために、請求項1に記載の発明は、分割人孔におけるコンクリート側塊接合部の位置確認方法であって、積層されたコンクリート側塊の接合部に、金属製マーカーを配置しておき、金属探知器により金属製マーカーを探知し、積層された前記コンクリート側塊の前記接合部の位置を確認するこを特徴とする。 In order to achieve the above object, the invention according to claim 1 is a method for confirming the position of a concrete side block joint in a split human hole, and a metal marker is attached to the joint of the laminated concrete side blocks. It is characterized in that the metal marker is detected by a metal detector and the position of the joint portion of the laminated concrete side mass is confirmed.

請求項に記載の発明によれば、積層されたコンクリート側塊の接合部に、金属製マーカーを配置しておき、金属探知器により金属製マーカーを探知するといった簡単な方法で、積層された前記コンクリート側塊の前記接合部の位置を確認することができる。 According to the invention of claim 1 , a metal marker is arranged at the joint portion of the laminated concrete side mass, and the metal marker is detected by a metal detector. The position of the joint portion of the concrete side block can be confirmed.

以上のように、本発明に係る分割人孔におけるコンクリート側塊接合部の位置確認方法によれば、積層された前記コンクリート側塊の前記接合部の位置を確認することができるので、更生された既設の分割人孔の地震対応工法による工事や、浮上防止構造とする工事を容易に実施することができる。
As described above, according to the method for confirming the position of the concrete side block joint in the split manhole according to the present invention, the position of the joint of the laminated concrete side blocks can be confirmed, and thus the material has been rehabilitated. It is possible to easily carry out the construction by the earthquake response method of the existing split manhole and the construction to make the levitation prevention structure.

本発明に係る分割人孔におけるコンクリート側塊接合部の位置確認対応構造の第1例を示す断面図である。It is sectional drawing which shows the 1st example of the structure corresponding to the position confirmation of the concrete side block joint part in the split manhole which concerns on this invention. 図1の一部拡大図である。It is a partially enlarged view of FIG. 本発明に係る分割人孔におけるコンクリート側塊接合部の位置確認対応構造の第2例を示す断面図である。It is sectional drawing which shows the 2nd example of the structure corresponding to the position confirmation of the concrete side block joint part in the split manhole which concerns on this invention. 図3の一部拡大図である。It is a partially enlarged view of FIG. 本発明に係る分割人孔におけるコンクリート側塊接合部の位置確認方法の一例を示す説明図である。It is explanatory drawing which shows an example of the position confirmation method of the concrete side mass joint part in the split manhole which concerns on this invention.

以下、本発明に係る分割人孔におけるコンクリート側塊接合部の位置確認対応構造および確認方法の実施の形態の一例を詳細に説明する。
図1、図2は本発明に係る分割人孔におけるコンクリート側塊接合部の位置確認対応構造の実施の形態の第1例を示すものであり、図1は第1例の分割人孔におけるコンクリート側塊接合部の位置確認対応構造を示す断面図、図2は図1の一部拡大図である。
Hereinafter, an example of an embodiment of a structure and a confirmation method for confirming the position of the concrete side block joint in the split manhole according to the present invention will be described in detail.
1 and 2 show the first example of the embodiment of the structure corresponding to the position confirmation of the concrete side mass joint in the split manhole according to the present invention, and FIG. 1 shows the concrete in the split manhole of the first example. A cross-sectional view showing a structure corresponding to position confirmation of the side block joint, FIG. 2 is a partially enlarged view of FIG. 1.

第1例は、分割人孔1を構成する積層されたコンクリート側塊2の接合部3に、金属製マーカー4を配置している。金属製マーカー4にあっては、金属探知器で探知できる金属であれば特に限定されない。 In the first example, the metal marker 4 is arranged at the joint portion 3 of the laminated concrete side lumps 2 constituting the split human hole 1. The metal marker 4 is not particularly limited as long as it is a metal that can be detected by a metal detector.

接合部3への金属製マーカー4の配置にあっては、本例では分割人孔1の内面側からコンクリート側塊2の接合部3にドリル等で穴を穿ち、穴に金属製マーカー4を埋め込んで配置している。接合部3へ配置する金属製マーカー4は、接合部3の周方向に複数配置することが好ましく、3個以上が特に好ましい。本例では4個の金属製マーカー4を接合部3の周方向に等間隔で配置している。 In the arrangement of the metal marker 4 on the joint portion 3, in this example, a hole is drilled in the joint portion 3 of the concrete side block 2 from the inner surface side of the split manhole 1 with a drill or the like, and the metal marker 4 is placed in the hole. It is embedded and placed. A plurality of metal markers 4 to be arranged on the joint portion 3 are preferably arranged in the circumferential direction of the joint portion 3, and three or more are particularly preferable. In this example, four metal markers 4 are arranged at equal intervals in the circumferential direction of the joint portion 3.

図3、図4は本発明に係る分割人孔におけるコンクリート側塊接合部の位置確認対応構造の実施の形態の第2例を示すものであり、図3は第2例の分割人孔におけるコンクリート側塊接合部の位置確認対応構造を示す断面図、図4は図3の一部拡大図である。
第2例の分割人孔におけるコンクリート側塊接合部の位置確認対応構造は、第1例と基本構成において変わるところはなく、第1例と同一の構成については同一の符号を付して説明する。
3 and 4 show a second example of the embodiment of the structure corresponding to the position confirmation of the concrete side mass joint in the split manhole according to the present invention, and FIG. 3 shows the concrete in the split manhole of the second example. A cross-sectional view showing a structure corresponding to position confirmation of the side block joint, FIG. 4 is a partially enlarged view of FIG.
The structure for confirming the position of the concrete side block joint in the split manhole of the second example is the same as that of the first example in the basic configuration, and the same configuration as that of the first example will be described with the same reference numerals. ..

第2例と第1例との違いは、第2例は分割人孔1が地震対応を施した分割人孔1であるところにある。第2例の分割人孔1は、積層されたコンクリート側塊2の接合部3に沿って周溝部5を形成し、周溝部5に少なくともコンクリート側塊2の破壊よりも弱い力で剪断する弾性接着剤6を充填してシールしている。 The difference between the second example and the first example is that in the second example, the split manhole 1 is an earthquake-responsive split manhole 1. The split manhole 1 of the second example has elasticity of forming a peripheral groove portion 5 along the joint portion 3 of the laminated concrete side lumps 2 and shearing the peripheral groove portion 5 with a force at least weaker than the fracture of the concrete side lump 2. The adhesive 6 is filled and sealed.

第2例では、積層されたコンクリート側塊2の接合部3に沿って形成された周溝部5に充填された弾性接着剤6に金属製マーカー4を埋め込んで、金属製マーカー4を接合部3に配置している。
金属製マーカー4や金属製マーカー4の配置にあっては、第1例と変わるところはない。
In the second example, the metal marker 4 is embedded in the elastic adhesive 6 filled in the peripheral groove portion 5 formed along the joint portion 3 of the laminated concrete side lumps 2, and the metal marker 4 is attached to the joint portion 3. It is placed in.
The arrangement of the metal marker 4 and the metal marker 4 is the same as that of the first example.

このように構成された第1例、第2例の分割人孔におけるコンクリート側塊接合部の位置確認対応構造によれば、分割人孔1の内周面が補強層で覆われた更生構造となり、積層されたコンクリート側塊2の接合部3を外部から視覚で確認することができないような場合であっても、次に説明する本発明の分割人孔におけるコンクリート側塊接合部の位置確認方法により、積層されたコンクリート側塊2の接合部3の位置を確認することができる。 According to the structure for confirming the position of the concrete side block joint in the divided manholes of the first and second examples configured in this way, the inner peripheral surface of the divided manhole 1 is covered with a reinforcing layer. Even when the joint portion 3 of the laminated concrete side mass 2 cannot be visually confirmed from the outside, the method for confirming the position of the concrete side mass joint portion in the split manhole of the present invention described below. Therefore, the position of the joint portion 3 of the laminated concrete side lumps 2 can be confirmed.

図5は本例による分割人孔におけるコンクリート側塊接合部の位置確認方法を示す説明図である。
本例の分割人孔におけるコンクリート側塊接合部の位置確認方法は、コンクリート側塊2の接合部3の位置確認対応構造を備え、内周面が補強層7で覆われた更生構造となっている第1例の分割人孔1におけるコンクリート側塊2の接合部3の位置を確認する方法であり、図3に示すように、分割人孔1内に金属探知器8を搬入し、電磁波を発生させてコンクリート側塊2の接合部3に配置されている金属製マーカー4を探知し、検知した金属製マーカー4の位置を以てコンクリート側塊2の接合部3の位置を確認する。
FIG. 5 is an explanatory view showing a method of confirming the position of the concrete side block joint in the split manhole according to this example.
The method for confirming the position of the concrete side block joint in the split human hole of this example is a rehabilitation structure provided with a structure for confirming the position of the joint 3 of the concrete side block 2 and the inner peripheral surface is covered with the reinforcing layer 7. This is a method of confirming the position of the joint portion 3 of the concrete side block 2 in the split human hole 1 of the first example, and as shown in FIG. 3, a metal detector 8 is carried into the split human hole 1 to emit electromagnetic waves. The metal marker 4 that is generated and arranged at the joint portion 3 of the concrete side block 2 is detected, and the position of the joint portion 3 of the concrete side block 2 is confirmed by the position of the detected metal marker 4.

図示しないが、第2例の分割人孔におけるコンクリート側塊2の接合部3の位置確認も、第1例の分割人孔におけるコンクリート側塊2の接合部3の位置の確認と同様にして確認する。 Although not shown, the position confirmation of the joint portion 3 of the concrete side block 2 in the split manhole of the second example is also confirmed in the same manner as the confirmation of the position of the joint portion 3 of the concrete side block 2 in the split manhole of the first example. do.

以上のように構成される本発明に係る分割人孔におけるコンクリート側塊接合部の位置確認対応構造および確認方法によれば、コンクリート側塊接合部の位置確認対応構造は、積層されたコンクリート側塊2の接合部3に、金属製マーカー4を配置するといった簡単な構造で構成されているので、施工工事が容易である。 According to the structure for confirming the position of the concrete side block joint and the confirmation method in the split human hole according to the present invention configured as described above, the structure for confirming the position of the concrete side block joint is the laminated concrete side block. Since it has a simple structure such as arranging a metal marker 4 at the joint portion 3 of 2, the construction work is easy.

そして、更生後の分割人孔1におけるコンクリート側塊2接合部3の位置の確認は、分割人孔1内に金属探知器8を搬入し、電磁波を発生させてコンクリート側塊2の接合部3に配置されている金属製マーカー4を探知するといった簡単な作業により、コンクリート側塊2の接合部3の位置を容易に且つ正確に確認することができる。 Then, to confirm the position of the concrete side block 2 joint 3 in the split manhole 1 after rehabilitation, the metal detector 8 is carried into the split manhole 1 and an electromagnetic wave is generated to generate an electromagnetic wave to confirm the position of the concrete side block 2 joint 3. The position of the joint portion 3 of the concrete side block 2 can be easily and accurately confirmed by a simple operation such as detecting the metal marker 4 arranged in the concrete side block 2.

1 分割人孔
2,2 コンクリート側塊
3 接合部
4 金属製マーカー
5 周溝部
6 弾性接着剤
7 補強層
8 金属探知器
1 Divided manhole 2, 2 Concrete side block 3 Joint 4 Metal marker 5 Circumferential groove 6 Elastic adhesive 7 Reinforcing layer 8 Metal detector

Claims (1)

積層されたコンクリート側塊の接合部に、金属製マーカーを配置しておき、金属探知器により金属製マーカーを探知し、積層された前記コンクリート側塊の前記接合部の位置を確認するこを特徴とする分割人孔におけるコンクリート側塊接合部の位置確認方法。A feature is that a metal marker is placed at the joint of the laminated concrete side ingots, the metal marker is detected by a metal detector, and the position of the joint of the laminated concrete side ingots is confirmed. How to confirm the position of the concrete side block joint in the split human hole.
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