JP2889563B1 - Construction manhole construction method - Google Patents

Construction manhole construction method

Info

Publication number
JP2889563B1
JP2889563B1 JP10124846A JP12484698A JP2889563B1 JP 2889563 B1 JP2889563 B1 JP 2889563B1 JP 10124846 A JP10124846 A JP 10124846A JP 12484698 A JP12484698 A JP 12484698A JP 2889563 B1 JP2889563 B1 JP 2889563B1
Authority
JP
Japan
Prior art keywords
manhole
adhesive
assembling
members
ring
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
Application number
JP10124846A
Other languages
Japanese (ja)
Other versions
JPH11323978A (en
Inventor
正敏 歌野
保雄 中里
武男 塚田
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.)
NICHICON CO., LTD.
Original Assignee
NICHICON CO., LTD.
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 NICHICON CO., LTD. filed Critical NICHICON CO., LTD.
Priority to JP10124846A priority Critical patent/JP2889563B1/en
Application granted granted Critical
Publication of JP2889563B1 publication Critical patent/JP2889563B1/en
Publication of JPH11323978A publication Critical patent/JPH11323978A/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

【要約】 【課題】 組立てマンホールを施工する際、リング状プ
レキャストコンクリート部材を接着剤で接着する工法は
施工容易で、ひび割れ等を生ずることがなく、非常にす
ぐれているが、後日、マンホールの高さ調整が必要とな
ったときに、接合部で部材を分離するのに多大な労力を
要する。 【解決手段】 リング状部材の接合面に、油脂、粉体、
浸透性薄層シート、孔開きフィルム、織布、不織布、ネ
ットなどの剥離手段を施した後、接着剤を含浸させた連
続気泡性スポンジを介在させて組立てる。
Abstract: PROBLEM TO BE SOLVED: To attach a ring-shaped precast concrete member with an adhesive when constructing an assembling manhole, the construction method is easy to perform, does not cause cracks and the like, and is extremely excellent. When adjustment is required, a great deal of labor is required to separate the members at the joint. SOLUTION: Fats and oils, powders,
After applying peeling means such as a permeable thin layer sheet, a perforated film, a woven fabric, a nonwoven fabric, and a net, the assembly is performed with an open cell sponge impregnated with an adhesive.

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、組立マンホールの
施工方法に関する。
The present invention relates to a method for constructing an assembling manhole.

【0002】[0002]

【従来の技術】組立マンホールは、底版上に、管取付け
壁、直壁、斜壁、及び調整リングなどのプレキャストコ
ンクリートリング状部材を適宜組み合わせて現場で組立
てて埋設される。このような底板及びリング状部材は工
場で厳密な品質管理のもとに大量生産される。現場での
これらの部材の接続には、ボルトでリング状部材を直接
接合するもの、連結プレートを部材側面にボルト締めし
て接合するもの、及び樹脂接着剤で接着接合するものが
ある。
2. Description of the Related Art An assembling manhole is assembled and buried on site by appropriately combining precast concrete ring-shaped members such as a pipe mounting wall, a straight wall, an inclined wall, and an adjusting ring on a bottom plate. Such a bottom plate and a ring-shaped member are mass-produced in a factory under strict quality control. The connection of these members in the field includes one in which the ring-shaped members are directly joined by bolts, one in which the connection plate is bolted to the side surface of the members, and one in which the connection plate is adhesively joined with a resin adhesive.

【0003】図3にボルト接合の例を示した。下側部材
21にインサート23を埋設しておき、上側部材22の
内面側に凹所26を設けて埋込座金25を取付けてお
き、マンホール内側からボルト24を締めつけて上下部
材を接合する。図4はボルト33を上下部材21,22
のそれぞれに設けたインサート32に螺入して連結プレ
ート31によって上下接合する例である。
FIG. 3 shows an example of bolt connection. The insert 23 is embedded in the lower member 21, the recess 26 is provided on the inner surface side of the upper member 22, the embedded washer 25 is attached, and the bolt 24 is tightened from inside the manhole to join the upper and lower members. FIG. 4 shows the bolt 33 connected to the upper and lower members 21 and 22.
Are screwed into inserts 32 provided in each of the above and are vertically joined by a connecting plate 31.

【0004】ボルトによる接合、連結プレートを用いる
接合では、それぞれゴム製パッキング27,34を接合
面に挿入して止水性を確保している。しかしながら、こ
のような接合ではマンホールに上方から圧力が作用する
ような場合、例えばマンホールの直上を車輌が通過した
ような場合、部材の接合面は必ずしも平面ではないた
め、接合面の一部の接触部分に荷重が集中し、ひび割れ
が生じたり、場合によってはリング状部材が破壊するこ
とがあった。
In the joining by bolts and the joining by using a connecting plate, rubber packings 27 and 34 are inserted into the joining surfaces, respectively, to secure the waterproofness. However, in such a joint, when pressure acts on the manhole from above, for example, when a vehicle passes directly above the manhole, the joining surface of the members is not necessarily flat, so that a part of the joining surface The load was concentrated on the portion, cracks occurred, and in some cases, the ring-shaped member was broken.

【0005】一方、樹脂接着剤で接着したものは、接合
面の非接触部分にも樹脂が行き渡り、それが固化するこ
とにより隣接部材が互いに一体化するため荷重が分散さ
れるので、コンクリートが破壊することはなく、強度的
に非常に優れたマンホールを構築することができる。
[0005] On the other hand, in the case of bonding with a resin adhesive, the resin also spreads to the non-contact portion of the joining surface, and the solidification of the resin causes the adjacent members to be integrated with each other, dispersing the load, and thus breaking concrete. And a manhole excellent in strength can be constructed.

【0006】[0006]

【発明が解決しようとする課題】接着剤で接着する工法
は以上のように施工も容易であり、ひび割れ等を生ずる
ことがなく非常にすぐれているが、後日、道路の嵌没等
により、マンホールの高さ調整が必要となったときに、
接合部で部材を分離するのに多大な労力を要することで
ある。
As described above, the method of bonding with an adhesive is easy to carry out, and is excellent without causing cracks or the like. When it is necessary to adjust the height of
Great effort is required to separate the members at the joint.

【0007】本発明はこのような問題点を解決した組立
マンホールの施工方法を開発し、これを提供することを
目的とするものである。
SUMMARY OF THE INVENTION An object of the present invention is to develop and provide a method for constructing an assembling manhole which solves such problems.

【0008】[0008]

【課題を解決するための手段】本発明は、上記問題点を
解決するためになされたもので、その技術手段は、プレ
キャストコンクリートのリング状部材を積重して組立て
る組立マンホールの施工に当たり、リング状部材相互の
接合部に、接合面剥離手段を付与した後、接着剤を含浸
させた連続気泡性スポンジを介在させて組立てることを
特徴とする組立マンホールの施工方法である。この接合
面剥離手段を付与する接合面は、将来、マンホールの高
さ調整が必要となる可能性の高い面にすればよい。例え
ば、組立てマンホールの頂部の3のリング部材の上端面
に適用するとよい。そしてこの剥離手段は、接合面の接
合力を弱め、例えば、リング状部材の接合部にくさび等
を打ち込んだ時に、接合面が剥離するようにすることで
ある。
DISCLOSURE OF THE INVENTION The present invention has been made to solve the above-mentioned problems, and its technical means is to construct a ring-shaped member made of precast concrete by stacking and assembling a manhole. A method for constructing an assembling manhole, characterized in that, after a joining surface peeling means is provided at a joining portion between shaped members, an assembling is performed by interposing an open-cell sponge impregnated with an adhesive. The bonding surface provided with the bonding surface separating means may be a surface that is likely to require manhole height adjustment in the future. For example, it may be applied to the upper end surface of the three ring members at the top of the assembly manhole. The peeling means weakens the bonding force of the bonding surface and, for example, when the wedge or the like is driven into the bonding portion of the ring-shaped member, the bonding surface is peeled.

【0009】前記剥離手段の付与は、具体的には、油脂
もしくは粉体の薄層塗布、浸透性薄層シートの貼着、孔
開きフィルムの介装、織布もしくは不織布の貼着、及び
金属もしくは非金属ネットの敷設から選ばれた何れかの
手段により効果的に達成することができる。中でも、油
脂を薄く塗布する手段、例えばグリースを薄く塗布する
手段が、簡易な手段であって、適切な接着力を得ること
ができ、マンホールの使用中は水密性を保ち、土圧等に
よる移動に対して適切に抵抗し、剥離させる時は、適当
な剥離力で奇麗に分離するので好適である。
[0009] The application of the peeling means may be, for example, a thin layer application of fat or oil, a sticking of a permeable thin layer sheet, an interposition of a perforated film, a sticking of a woven or nonwoven fabric, and a metal. Alternatively, it can be effectively achieved by any means selected from the laying of non-metallic nets. Above all, a means for applying a thin oil or fat, for example, a means for applying a thin grease, is a simple means, which can obtain an appropriate adhesive force, maintains watertightness during use of a manhole, and moves due to earth pressure or the like. It is preferable to appropriately resist and peel off the film, because the film is clearly separated by an appropriate peeling force.

【0010】他の手段として、粉体の薄層塗布によって
同様の効果を得ることができ、浸透性薄層シート、例え
ば和紙、天然繊維シートあるいは織布もしくは不織布等
を、その性状に応じて、接着面の全部又は一部に貼着し
てもよい。ポリエチレンフィルム等の樹脂フィルムに適
当な孔を多数穿孔したシートを介在させてもよく、孔の
開口面積比率やフィルムを介装する面積比等により接着
力の大きさを調整することができる。金属又は非金属の
ネットを敷設しておくことによって、実効接着面積を調
整し、剥離させる時の分離面を形成しておくこともでき
る。
As another means, a similar effect can be obtained by applying a thin layer of powder, and a permeable thin layer sheet, for example, Japanese paper, natural fiber sheet, woven or non-woven fabric, etc. It may be attached to all or a part of the adhesive surface. A sheet having a large number of appropriate holes may be interposed in a resin film such as a polyethylene film, and the magnitude of the adhesive force can be adjusted by adjusting the ratio of the opening area of the holes or the area ratio of the film. By laying a metal or non-metal net, it is possible to adjust the effective bonding area and to form a separation surface for peeling.

【0011】[0011]

【発明の実施の形態】以下図面を参照して本発明の実施
の形態を説明する。図1は本発明の実施例の組立マンホ
ールの施工方法を示す図、図2はマンホールの全体組立
を示す縦断面図である。図2に示すように、底版1の上
に流入管及び接続管7を取付ける管取付壁2が載せら
れ、その上に順次直壁3、斜壁4、調整リング5等が一
体的に積み重ねられ最頂端に蓋6が設置されている。8
はステップである。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a view showing a method of constructing an assembling manhole according to an embodiment of the present invention, and FIG. 2 is a longitudinal sectional view showing an entire assembling of the manhole. As shown in FIG. 2, a pipe mounting wall 2 for mounting an inflow pipe and a connecting pipe 7 is placed on a bottom plate 1, and a straight wall 3, an inclined wall 4, an adjusting ring 5, and the like are sequentially stacked on the pipe mounting wall 2. A lid 6 is provided at the top end. 8
Is a step.

【0012】上下に隣接するリング状のコンクリート部
材3、4の接合部は、図1に示すように、凹溝11とこ
れに対向する凸条12を備えたほぞ継手となっている。
本発明では、凹溝11の内面に剥離手段を施し、樹脂接
着剤を含浸させた連続気泡性のスポンジ材14を介在さ
せて組み立てる。この樹脂接着剤を含浸させた連続気泡
性のスポンジ材14は、凹溝11内に圧縮されて上下部
材3、4を強固に接着するものであるが、本発明はその
接着力を弱め、必要な時に剥離するようにするものであ
る。
As shown in FIG. 1, the joint between the vertically adjacent ring-shaped concrete members 3 and 4 is a tenon joint having a groove 11 and a ridge 12 facing the groove.
In the present invention, the inner surface of the concave groove 11 is assembled by interposing a continuous cell sponge material 14 impregnated with a resin adhesive by applying a separating means. The open-cell sponge material 14 impregnated with the resin adhesive is compressed in the concave groove 11 to firmly adhere the upper and lower members 3 and 4. It is intended to be peeled off at that time.

【0013】すなわち、後日、このマンホールの高さ調
整が必要となり、斜壁4を取り外す場合、従来は強力な
接着力で結合されており、多大な労力を費やして斜壁4
を破壊していた。本発明方法では、将来、分離しなけれ
ばならないと予想されるコンクリート部分の接着は、例
えば斜壁4を分離したい場合、直壁3の凹溝11内にグ
リース13を薄く塗布してから樹脂接着剤を含浸させた
スポンジ材14を介装して斜壁4を設置する。グリース
は一般に市販されている機械用のものでよい。即ち、コ
ンクリート表面に油膜を作り、接着剤の接着強度を弱め
ているわけである。後日、斜壁4を分離する場合は、そ
の接合面にクサビを打ち込むことにより、簡単に分離す
ることができる。グリース13は薄く塗布することが簡
単で、適切な接着力を得ることができ、剥離が容易であ
る。グリース13に代わって上述の他の手段を用いても
よい。
That is, it is necessary to adjust the height of the manhole at a later date, and when the sloping wall 4 is to be removed, the sloping wall 4 has conventionally been joined with a strong adhesive force, and a great deal of labor has been spent.
Had been destroyed. According to the method of the present invention, concrete parts which are expected to be separated in the future are bonded, for example, when the slope wall 4 is to be separated, a thin grease 13 is applied in the groove 11 of the straight wall 3 and then the resin is bonded. The slope wall 4 is installed with the sponge material 14 impregnated with the agent interposed therebetween. The grease may be for commercially available machines. That is, an oil film is formed on the concrete surface to reduce the adhesive strength of the adhesive. When separating the inclined wall 4 later, it can be easily separated by driving a wedge into the joint surface. The grease 13 can be easily applied thinly, can obtain an appropriate adhesive force, and can be easily peeled. The other means described above may be used instead of the grease 13.

【0014】本発明によれば、軸方向の圧縮荷重に対し
ては、樹脂が均等に行き亘って固化しているため、荷重
が一部に集中することはない。また、横方向の荷重に対
しても、凹凸のほぞ形状と接着力との協働によって、十
分に対応することができ、何らの問題も生じない。そし
て、高さ調整の必要が生じた時、リング状コンクリート
部材を破壊することなく、迅速に調整を行うことができ
る。
According to the present invention, the resin does not concentrate on a part of the resin evenly with respect to the compressive load in the axial direction since the resin is uniformly solidified. In addition, it is possible to sufficiently cope with a lateral load by cooperating the tenon shape and the adhesive force without any problem. Then, when it becomes necessary to adjust the height, the adjustment can be performed quickly without breaking the ring-shaped concrete member.

【0015】[0015]

【発明の効果】本発明の組立マンホールの施工方法は以
上のように構成されているので、上方からの荷重に対す
る強度、応力分布の均一性、応力集中による部分破壊が
ないこと、接着強度が十分であること、水密性に富むこ
と、敷設手間が少くなく効率的施工ができることなど従
来の利点はそのまま維持し、後日、高さ調整等の分離作
業が必要となった時には容易に分離することができ、短
時日に迅速に対応することができ、寄与するところが極
めて大である。
The construction method of the assembly manhole according to the present invention is configured as described above, so that the strength against the load from above, the uniformity of the stress distribution, the partial destruction due to the stress concentration, and the sufficient adhesive strength are obtained. The conventional advantages such as high watertightness, low laying time and efficient construction can be maintained, and it can be easily separated at a later date if separation work such as height adjustment is required. It is possible to respond quickly to short days, and the contribution is extremely large.

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

【図1】実施例の施工方法を示す上下部材接合部の縦断
面図である。
FIG. 1 is a vertical cross-sectional view of a joint between upper and lower members showing a construction method according to an embodiment.

【図2】実施例の組立マンホールの全体縦断面図であ
る。
FIG. 2 is an overall vertical sectional view of an assembly manhole according to the embodiment.

【図3】従来の組立マンホールの上下接合部を示す図で
ある。
FIG. 3 is a diagram showing the upper and lower joints of a conventional assembly manhole.

【図4】従来の組立マンホールの上下接合部を示す図で
ある。
FIG. 4 is a view showing the upper and lower joints of a conventional assembly manhole.

【符号の説明】[Explanation of symbols]

1 底版 2 管取付壁 3 直壁 4 斜壁 5 調整リング 6 蓋 7 接続管 8 ステップ 11 凹溝 12 凸条 13 グリース 14 スポンジ 21 下部側 22 上部側 23 インサート 24 ボルト 25 埋込座金 26 凹所 27 パッキング 31 連結プレート 32 インサート 33 ボルト 34 パッキング DESCRIPTION OF SYMBOLS 1 Bottom plate 2 Pipe mounting wall 3 Straight wall 4 Sloping wall 5 Adjusting ring 6 Lid 7 Connecting pipe 8 Step 11 Concave groove 12 Convex stripe 13 Grease 14 Sponge 21 Lower side 22 Upper side 23 Insert 24 Bolt 25 Embedded washer 26 Concave 27 Packing 31 Connecting plate 32 Insert 33 Bolt 34 Packing

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平3−167280(JP,A) 特開 平7−207689(JP,A) 特開 平8−41917(JP,A) (58)調査した分野(Int.Cl.6,DB名) E02D 29/12 ────────────────────────────────────────────────── ─── Continuation of the front page (56) References JP-A-3-167280 (JP, A) JP-A-7-207689 (JP, A) JP-A-8-41917 (JP, A) (58) Field (Int.Cl. 6 , DB name) E02D 29/12

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 プレキャストコンクリートのリング状部
材を積重して組立てる組立マンホールの施工に当たり、
リング状部材相互の接合部に、接合面剥離手段を付与し
た後、接着剤を含浸させた連続気泡性スポンジを介在さ
せて組立てることを特徴とする組立マンホールの施工方
法。
1. An assembly manhole for stacking and assembling precast concrete ring members,
A method for constructing an assembling manhole, comprising: providing a joining surface separating means to a joining portion between ring-shaped members; and assembling the assembly by interposing a continuous-cell sponge impregnated with an adhesive.
【請求項2】 前記剥離手段の付与は、油脂もしくは粉
体の薄層塗布、浸透性薄層シートの貼着、孔開きフィル
ムの介装、織布もしくは不織布の貼着、及び金属もしく
は非金属ネットの敷設から選ばれた何れかであることを
特徴とする請求項1記載の組立マンホールの施工方法。
2. The method of applying the peeling means includes applying a thin layer of oil or fat, sticking a permeable thin sheet, interposing a perforated film, sticking a woven or nonwoven fabric, and applying a metal or non-metal. 2. The method according to claim 1, wherein the method is selected from laying a net.
JP10124846A 1998-05-07 1998-05-07 Construction manhole construction method Expired - Fee Related JP2889563B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10124846A JP2889563B1 (en) 1998-05-07 1998-05-07 Construction manhole construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10124846A JP2889563B1 (en) 1998-05-07 1998-05-07 Construction manhole construction method

Publications (2)

Publication Number Publication Date
JP2889563B1 true JP2889563B1 (en) 1999-05-10
JPH11323978A JPH11323978A (en) 1999-11-26

Family

ID=14895554

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10124846A Expired - Fee Related JP2889563B1 (en) 1998-05-07 1998-05-07 Construction manhole construction method

Country Status (1)

Country Link
JP (1) JP2889563B1 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002356865A (en) * 2001-05-30 2002-12-13 Hakko Co Ltd Manhole construction method and its structure
JP2009228393A (en) * 2008-03-25 2009-10-08 Nichikon:Kk Manhole lift suppressing device
JP6306222B1 (en) * 2017-01-05 2018-04-04 東芝エレベータ株式会社 Passenger conveyor

Also Published As

Publication number Publication date
JPH11323978A (en) 1999-11-26

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