JP5865637B2 - Manhole bottom plate and assembly manhole - Google Patents

Manhole bottom plate and assembly manhole Download PDF

Info

Publication number
JP5865637B2
JP5865637B2 JP2011199040A JP2011199040A JP5865637B2 JP 5865637 B2 JP5865637 B2 JP 5865637B2 JP 2011199040 A JP2011199040 A JP 2011199040A JP 2011199040 A JP2011199040 A JP 2011199040A JP 5865637 B2 JP5865637 B2 JP 5865637B2
Authority
JP
Japan
Prior art keywords
manhole
bottom plate
outflow
inflow
pipe
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.)
Active
Application number
JP2011199040A
Other languages
Japanese (ja)
Other versions
JP2013060730A (en
Inventor
洋一 坂
洋一 坂
Original Assignee
株式会社Nsワーク
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 株式会社Nsワーク filed Critical 株式会社Nsワーク
Priority to JP2011199040A priority Critical patent/JP5865637B2/en
Publication of JP2013060730A publication Critical patent/JP2013060730A/en
Application granted granted Critical
Publication of JP5865637B2 publication Critical patent/JP5865637B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

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

Description

本発明は地盤の液状化現象によるマンホールの浮上を防止するための技術に関する。   The present invention relates to a technique for preventing a manhole from rising due to a ground liquefaction phenomenon.

近年、地盤の液状化現象によるマンホールの浮上を防止するための技術の開発が進められている。例えば特許文献1に開示された組立式マンホールはマンホール躯体本体とこの本体が裁置される底版とからなり、この底版の周縁部には当該本体との接続部に向かって高さが減少するようなテーパー面が形成されている。前記マンホール躯体本体のマンホール底版付近の側面には配管が接続されている。   In recent years, development of technology for preventing the manhole from rising due to the liquefaction phenomenon of the ground has been underway. For example, the assembly-type manhole disclosed in Patent Document 1 includes a manhole housing main body and a bottom plate on which the main body is placed, and the height of the peripheral portion of the bottom plate decreases toward the connecting portion with the main body. A tapered surface is formed. A pipe is connected to the side surface near the manhole bottom plate of the manhole body.

液状化現象が発生すると前記組立マンホールの底版は地盤から揚圧力を受ける一方で当該底版はその周縁部上の地盤から前記揚圧力に抵抗する方向に土圧力を受ける。これにより、前記底版に作用する揚圧力が打ち消されまたは低減されて組立式マンホールの浮上が防止される。   When the liquefaction phenomenon occurs, the bottom plate of the assembly manhole receives a lifting pressure from the ground, while the bottom plate receives a soil pressure in a direction resisting the lifting pressure from the ground on the periphery. As a result, the lifting pressure acting on the bottom plate is canceled or reduced, and the assembling manhole is prevented from rising.

特開2008−291563号公報JP 2008-291563 A

しかしながら、従来のマンホール浮上防止技術においてはマンホール躯体本体周りの配管の保護までは考慮されておらず、地盤の液状化現象が生じると当該配管が破損するおそれがある。   However, the conventional manhole rising prevention technology does not consider the protection of the piping around the manhole housing main body, and there is a possibility that the piping may be damaged if the ground liquefaction occurs.

そこで、本発明のマンホール底版は、マンホール躯体本体が設置される底版本体と、この底版本体の側面から張り出して当該底版本体と一体的に設けられ、前記マンホール躯体本体の側面に接続される流入配管及び流出配管の真下に各々配置される、幅が当該流入配管及び流出配管の最大外径よりも長径な矩形板状の補助底版とからなる。 Therefore, the manhole bottom plate of the present invention includes a bottom plate body on which the manhole housing main body is installed , and an inflow pipe which is provided integrally with the bottom plate body so as to protrude from the side surface of the bottom plate body and is connected to the side surface of the manhole housing body. And an auxiliary bottom plate having a rectangular plate shape, which is disposed directly under the outflow pipe and whose width is longer than the maximum outer diameter of the inflow pipe and outflow pipe .

また、組立マンホールは、マンホール躯体本体と、この躯体本体が設置されるマンホール底版とを備え、前記マンホール底版は、前記躯体本体が設置される底版本体と、この底版本体の側面から張り出して当該底版本体と一体的に設けられ、前記マンホール躯体本体の側面に接続される流入配管及び流出配管の真下に各々配置される、幅が当該流入配管及び流出配管の最大外径よりも長径な矩形板状の補助底版とからなり、前記流入配管及び流出配管はリブを有する変形可能な配管からなり、前記躯体本体、マンホール底版及びこの底版上の流入配管並びに流出配管は砕石によって埋設される。 The assembly manhole includes a manhole housing body and a manhole bottom plate on which the housing body is installed. The manhole bottom plate projects from the bottom plate body on which the housing body is installed, and a side surface of the bottom plate body. A rectangular plate having a width longer than the maximum outer diameter of the inflow pipe and the outflow pipe, which is provided integrally with the main body and is respectively disposed directly under the inflow pipe and the outflow pipe connected to the side surface of the manhole housing main body. The inflow pipe and the outflow pipe are made of deformable pipes having ribs, and the casing main body, the manhole bottom plate, the inflow pipe and the outflow pipe on the bottom plate are buried with crushed stone.

以上の発明によればマンホール底版の下面の表面積が補助底版の分だけ増加するので、液状化現象による地盤の揚圧力に対する抵抗力が高まる。また、補助底版が流入配管及び流出配管の真下に位置し、前記揚圧力が補助底版の抵抗を受けるようになっているので、当該配管に対する当該揚圧力の負荷が大幅に軽減する。特に、本発明の組立マンホールは、流入配管及び流出配管が変形可能となっているので、前記揚圧力の衝撃を吸収できる。また、マンホール躯体本体及びマンホール底版は砕石によって埋設されるので、組立マンホールの重量が増加して前記揚圧力に対する抵抗がさらに高まると共にマンホール躯体本体周りの地盤の土砂間隙水が消散して当該本体周りの地盤の液状化が抑制される。   According to the above invention, since the surface area of the lower surface of the manhole bottom plate is increased by the amount of the auxiliary bottom plate, the resistance to the ground lifting pressure due to the liquefaction phenomenon is increased. Further, since the auxiliary bottom plate is positioned directly below the inflow pipe and the outflow pipe and the lift pressure is subjected to the resistance of the auxiliary bottom plate, the load of the lift pressure on the pipe is greatly reduced. In particular, the assembly manhole of the present invention can absorb the impact of the lifting pressure because the inflow pipe and the outflow pipe can be deformed. In addition, since the manhole body and the manhole bottom plate are buried by crushed stone, the weight of the assembly manhole is increased, the resistance to the lifting pressure is further increased, and the ground sediment around the manhole body is dissipated to dissipate the surroundings of the body. Liquefaction of the ground is suppressed.

したがって、以上の発明によればマンホール躯体本体の浮上を防止できると共に当該躯体本体周りの配管を保護できる。   Therefore, according to the above invention, the manhole housing body can be prevented from rising and the piping around the housing body can be protected.

本発明の実施形態に係る組立マンホールの断面図。Sectional drawing of the assembly manhole which concerns on embodiment of this invention. 本発明の実施形態に係る組立マンホールの平面図。The top view of the assembly manhole which concerns on embodiment of this invention. 本発明の実施形態に係るマンホール底版の側面図(a),当該マンホール底版の平面図(b)。The side view (a) of the manhole bottom plate which concerns on embodiment of this invention, the top view (b) of the said manhole bottom plate.

図1に例示された本発明の実施形態に係る組立マンホール1はマンホール躯体本体2とこの躯体本体2が設置されるマンホール底版3とを備える。   An assembly manhole 1 according to the embodiment of the present invention illustrated in FIG. 1 includes a manhole housing body 2 and a manhole bottom plate 3 on which the housing body 2 is installed.

マンホール躯体本体2は図示されたように片斜壁タイプのものとなっている。すなわち、マンホール躯体本体2はマンホール蓋21,蓋受け枠22,調整壁23,片斜壁24,直壁25,底付躯体26とからなる。直壁25と底付躯体26は共に円筒状に形成され内径も同径に設定されている。尚、本発明に係るマンホール躯体本体は図示された片斜壁タイプに限定することなく両斜壁タイプのものを採用してもよい。   As shown in the figure, the manhole housing body 2 is of a one-sided oblique wall type. That is, the manhole housing body 2 includes a manhole cover 21, a cover receiving frame 22, an adjustment wall 23, a swash wall 24, a straight wall 25, and a bottomed housing 26. Both the straight wall 25 and the bottomed casing 26 are formed in a cylindrical shape, and the inner diameter is also set to the same diameter. The manhole housing main body according to the present invention is not limited to the illustrated single inclined wall type, but may be a double inclined wall type.

底付躯体26には流入口261,流出口262が形成されている。図示された流入口261,流出口262は互い対向するように設けられる共に流入口261の底部は少なくとも流出口262の底部よりも高くなるように設定されている。尚、底付躯体26を中心する流入口261に対する流出口262の設置角度は図2に示されたような180°に限定することなく組立マンホール1が据え付けられる現場に応じて所定の角度に設定される。   An inlet 261 and an outlet 262 are formed in the bottomed casing 26. The illustrated inlet 261 and outlet 262 are provided so as to face each other, and the bottom of the inlet 261 is set to be at least higher than the bottom of the outlet 262. The installation angle of the outlet 262 with respect to the inlet 261 centering on the bottomed casing 26 is not limited to 180 ° as shown in FIG. 2, and is set to a predetermined angle according to the site where the assembly manhole 1 is installed. Is done.

底付躯体26の流入口261,流出口262には流入配管4,流出配管5がそれぞれ可撓継ぎ手6,7を介して接続される。可撓継ぎ手6,7は従来の組立マンホールに採用されている周知の可撓継ぎ手を適用すればよい。流入配管4,流出配管5はリブを有する変形可能な配管からなる。この変形可能な配管としては例えば周知のリブ付硬質塩化ビニル管が適用される。   The inflow piping 4 and the outflow piping 5 are connected to the inflow port 261 and the outflow port 262 of the bottomed casing 26 through flexible joints 6 and 7, respectively. As the flexible joints 6 and 7, a known flexible joint adopted in a conventional assembly manhole may be applied. The inflow piping 4 and the outflow piping 5 are made of deformable piping having ribs. As this deformable pipe, for example, a well-known rigid vinyl chloride pipe with a rib is applied.

底付躯体26の底部263は躯体26本体と一体的に形成されている。底部263には傾斜溝264,傾斜面265が形成されている。傾斜溝264は底付躯体26の流入口261,流出口262と連通すると共にその底部の曲率が流入口261,流出口262の曲率と略同等に形成され且つ導入された流体が流入口261から流出口262に移行するような勾配が確保されるように形成される。傾斜面265は面の高さが底付躯体26の内壁面側から傾斜溝264側に向かって逐次低くなるように形成されている。尚、底部263はマンホール底版3にマンホール躯体本体2が据え付けられた後に底付躯体26内にモルタルを打設して形成してもよい。   The bottom portion 263 of the bottomed casing 26 is formed integrally with the casing 26 main body. An inclined groove 264 and an inclined surface 265 are formed on the bottom portion 263. The inclined groove 264 communicates with the inflow port 261 and the outflow port 262 of the bottomed casing 26, and the curvature of the bottom thereof is formed substantially equal to the curvature of the inflow port 261 and the outflow port 262, and the introduced fluid flows from the inflow port 261. It is formed so as to ensure a gradient that shifts to the outlet 262. The inclined surface 265 is formed so that the height of the surface gradually decreases from the inner wall surface side of the bottomed casing 26 toward the inclined groove 264 side. The bottom portion 263 may be formed by placing mortar in the bottomed casing 26 after the manhole casing body 2 is installed on the manhole bottom plate 3.

マンホール底版3は図3(a)(b)に示したように底版本体31と補助底版32a,32bとからなる。   As shown in FIGS. 3A and 3B, the manhole bottom plate 3 includes a bottom plate body 31 and auxiliary bottom plates 32a and 32b.

底版本体31には図1に示したようにマンホール躯体本体2が設置される。底版本体31は底付躯体26の形状に応じて円盤状に形成され、その外径は底付躯体26の外径よりも大径に設定されている。底版本体31には図3(a)(b)に示したように底付躯体26が設置される凹部33が形成されている。凹部33は図1に示したようにその周縁部34が底付躯体26の下端縁部266と勘合するように形成されている。   As shown in FIG. 1, the manhole housing body 2 is installed on the bottom plate body 31. The bottom plate body 31 is formed in a disc shape according to the shape of the bottomed casing 26, and the outer diameter thereof is set larger than the outer diameter of the bottomed casing 26. As shown in FIGS. 3A and 3B, the bottom plate main body 31 is formed with a recess 33 in which the bottomed casing 26 is installed. As shown in FIG. 1, the concave portion 33 is formed so that the peripheral edge portion 34 engages with the lower end edge portion 266 of the bottomed casing 26.

補助底版32a,32bは図1,図2に示したように底付躯体31の側面に接続される流入配管4,流出配管5の真下にそれぞれ配置できるように底版本体31の側面に形成されている。補助底版32a,32bは図3(b)に示されたように矩形板状に形成され、そして、図1,2に示示された底付躯体26の流入口261,流出口262の位置に対応するように底版本体31の側面から張り出すように底版本体31と一体的に予め形成されている。   The auxiliary bottom slabs 32a and 32b are formed on the side surfaces of the bottom slab body 31 so that they can be arranged directly below the inflow piping 4 and the outflow piping 5 connected to the side surface of the bottomed casing 31 as shown in FIGS. Yes. The auxiliary bottom plates 32a and 32b are formed in a rectangular plate shape as shown in FIG. 3 (b), and correspond to the positions of the inlet 261 and outlet 262 of the bottomed casing 26 shown in FIGS. In this way, it is integrally formed with the bottom plate body 31 so as to protrude from the side surface of the bottom plate body 31.

図2に示したように補助底版32a,32bの幅D1はそれぞれ少なくとも流入配管4,流出配管5の最大外径D2よりも長径に設定されている。また、補助底版32aの全長Laと補助底版32bの全長Lbは略同等に設定され且つ補助底版32aの一端側から底版本体31を隔てた補助底版32bの一端側までの長さが組立マンホール2の施工時の一般的な掘削幅Dと略同等となるように設定される。   As shown in FIG. 2, the widths D1 of the auxiliary bottom plates 32a and 32b are set to be longer than at least the maximum outer diameter D2 of the inflow pipe 4 and the outflow pipe 5, respectively. Further, the total length La of the auxiliary bottom plate 32a and the total length Lb of the auxiliary bottom plate 32b are set to be substantially equal, and the length from one end side of the auxiliary bottom plate 32a to one end side of the auxiliary bottom plate 32b that separates the bottom plate body 31 is the assembly manhole 2. It is set to be approximately equal to a general excavation width D at the time of construction.

以上のマンホール躯体本体2、マンホール底版3及びこの底版3上の流入配管4,流出配管5は図1,図2に示されたように砕石8によって均等に埋設される。   The manhole housing body 2, the manhole bottom plate 3, the inflow piping 4 and the outflow piping 5 on the bottom plate 3 are evenly buried by the crushed stone 8 as shown in FIGS.

組立マンホール1は従来の施工方法によって施工すればよい。図1を参照しながら組立マンホール1の施工手順の一例について説明する。   The assembly manhole 1 may be constructed by a conventional construction method. An example of the construction procedure of the assembly manhole 1 will be described with reference to FIG.

先ず、組立マンホール1が据え付けられる地盤11の掘削坑の底部に基礎材として栗石または砕石が均等且つ平滑に敷かれて基礎面が形成された後にこの面上にマンホール底版3が敷モルタルを介して敷設される。次いで、流入口261,流出口262がそれぞれ補助底版32a,補助底版32bの真上に配置されるように底付躯体26をマンホール底版3の凹部33に設置する。マンホール底版3と底付躯体26との外側目地にはモルタル9が充填される。次いで、この底付躯体26上に直壁25、片斜壁24、調整壁23、蓋受け枠22、マンホール蓋21が順次設置される。各部材23〜26間の目地にもモルタルが適宜に充填される。また、調整壁23と蓋受け枠22との間隙には調整モルタル10が充填される。そして、底付躯体26の流入口261、流出口262にそれぞれ流入配管4,流出配管5が可撓継ぎ手6,7を介して接続される。以上のように組立マンホール1の組立が終了すると掘削坑内は砕石8によって路盤12まで均等に埋め戻されて組立マンホール1が埋設される。尚、流入配管4,流出配管5と補助底版32a,32bとの間隙も砕石8が均等に充填される。   First, after the foundation surface is formed by uniformly and smoothly laying ground stone or crushed stone as a base material on the bottom of the excavation pit of the ground 11 on which the assembly manhole 1 is installed, the manhole bottom slab 3 is placed on the surface through the mortar. Laid. Next, the bottomed casing 26 is installed in the recess 33 of the manhole bottom plate 3 so that the inflow port 261 and the outflow port 262 are respectively disposed directly above the auxiliary bottom plate 32a and the auxiliary bottom plate 32b. The outer joints between the manhole bottom plate 3 and the bottomed casing 26 are filled with mortar 9. Next, the straight wall 25, the swash wall 24, the adjustment wall 23, the lid receiving frame 22, and the manhole cover 21 are sequentially installed on the bottomed casing 26. The joints between the members 23 to 26 are appropriately filled with mortar. The gap between the adjustment wall 23 and the lid receiving frame 22 is filled with the adjustment mortar 10. The inflow piping 4 and the outflow piping 5 are connected to the inflow port 261 and the outflow port 262 of the bottomed casing 26 through flexible joints 6 and 7, respectively. When the assembly of the assembly manhole 1 is completed as described above, the excavation pit is uniformly backfilled up to the roadbed 12 by the crushed stone 8 and the assembly manhole 1 is embedded. The gap between the inflow pipe 4 and the outflow pipe 5 and the auxiliary bottom plates 32a and 32b is equally filled with the crushed stone 8.

図1を参照しながら組立マンホール1の作用効果について説明する。   The function and effect of the assembly manhole 1 will be described with reference to FIG.

地震等によって地盤11の液状化現象が生じると組立マンホール1のマンホール底版3は下方から地盤11の揚圧力を受ける。マンホール底版3はその下面の表面積が補助底版32a,32bの分だけ増加するので前記揚圧力に対する抵抗力が高まっている。特に、補助底版32a,32bは流入配管4,流出配管5の真下に位置し、前記揚圧力が補助底版32a,32bの抵抗を受けるようになっているので流入配管4,流出配管5に対する当該揚圧力の負荷が大幅に軽減した状態となっている。これにより、マンホール躯体本体2周りの流入配管4,流出配管5の破損が回避される。また、流入配管4,流出配管5は変形可能となっているので前記揚圧力の衝撃が吸収され、当該配管4,5の破損をより一層防止できる。さらに、マンホール躯体本体2及びマンホール底版3は砕石8によって埋設されているので、組立マンホール1の重量が増加した状態となり、前記揚圧力に対する抵抗がさらに高まっている。また、砕石8による埋設によりマンホール躯体本体2周りの土砂間隙水が消散するので当該本体2周りの地盤11の液状化を抑制できる。以上のように組立マンホール1によれば地盤11の液状化現象によるマンホール躯体本体2の浮上を防止できると共に当該本体2周りの流入配管4,流出配管5を保護できる。   When the liquefaction phenomenon of the ground 11 occurs due to an earthquake or the like, the manhole bottom plate 3 of the assembly manhole 1 receives the lifting pressure of the ground 11 from below. Since the manhole bottom plate 3 has a lower surface area that is increased by the amount of the auxiliary bottom plates 32a and 32b, resistance to the lifting pressure is increased. In particular, the auxiliary bottom slabs 32a and 32b are located directly below the inflow pipes 4 and the outflow pipes 5, and the lifting pressure is received by the resistance of the auxiliary bottom slabs 32a and 32b. The pressure load is greatly reduced. Thereby, damage to the inflow piping 4 and the outflow piping 5 around the manhole housing body 2 is avoided. In addition, since the inflow pipe 4 and the outflow pipe 5 can be deformed, the impact of the lifting pressure is absorbed, and damage to the pipes 4 and 5 can be further prevented. Furthermore, since the manhole body 2 and the manhole bottom plate 3 are embedded with the crushed stone 8, the weight of the assembly manhole 1 is increased, and the resistance to the lifting pressure is further increased. Moreover, since the sediment water around the manhole body 2 is dissipated by burying with the crushed stone 8, liquefaction of the ground 11 around the body 2 can be suppressed. As described above, according to the assembly manhole 1, the manhole housing main body 2 can be prevented from floating due to the liquefaction phenomenon of the ground 11, and the inflow piping 4 and the outflow piping 5 around the main body 2 can be protected.

尚、本発明は上記の実施の形態に限定されることなく特許請求の範囲に記載された発明の範囲内で種々の変更が可能であり、これらの変更も本発明の技術的範囲内に包含されるものであることはいうまでもない。   The present invention is not limited to the above-described embodiment, and various modifications are possible within the scope of the invention described in the claims, and these modifications are also included in the technical scope of the present invention. It goes without saying that it is what is done.

1…組立マンホール
2…マンホール躯体本体
3…マンホール底版、31…底版本体、32a,32b…補助底版
4…流入配管
5…流出配管
8…砕石
DESCRIPTION OF SYMBOLS 1 ... Assembly manhole 2 ... Manhole housing main body 3 ... Manhole bottom plate, 31 ... Bottom plate main body, 32a, 32b ... Auxiliary bottom plate 4 ... Inflow piping 5 ... Outflow piping 8 ... Crushed stone

Claims (2)

マンホール躯体本体が設置される底版本体と、
この底版本体の側面から張り出して当該底版本体と一体的に設けられ、前記マンホール躯体本体の側面に接続される流入配管及び流出配管の真下に各々配置される、幅が当該流入配管及び流出配管の最大外径よりも長径な矩形板状の補助底版と
からなること
を特徴とするマンホール底版。
A bottom plate body on which the manhole body is installed,
The width of the inflow pipe and the outflow pipe is extended from the side surface of the bottom plate body and is provided integrally with the bottom plate body, and is disposed directly below the inflow pipe and the outflow pipe connected to the side surface of the manhole housing main body. A manhole bottom plate characterized by comprising a rectangular plate-like auxiliary bottom plate having a longer diameter than the maximum outer diameter .
マンホール躯体本体と、
この躯体本体が設置されるマンホール底版と
を備え、
前記マンホール底版は、
前記躯体本体が設置される底版本体と、
この底版本体の側面から張り出して当該底版本体と一体的に設けられ、前記マンホール躯体本体の側面に接続される流入配管及び流出配管の真下に各々配置される、幅が当該流入配管及び流出配管の最大外径よりも長径な矩形板状の補助底版と
からなり、
前記流入配管及び流出配管はリブを有する変形可能な配管からなり、
前記躯体本体、マンホール底版及びこの底版上の流入配管並びに流出配管は砕石によって埋設されること
を特徴とする組立マンホール。
The manhole housing body,
With a manhole bottom plate where this chassis body is installed,
The manhole bottom plate is
A bottom plate body on which the housing body is installed;
The width of the inflow pipe and the outflow pipe is extended from the side surface of the bottom plate body and is provided integrally with the bottom plate body, and is disposed directly below the inflow pipe and the outflow pipe connected to the side surface of the manhole housing main body. It consists of a rectangular plate-shaped auxiliary bottom plate that is longer than the maximum outer diameter ,
The inflow pipe and the outflow pipe are made of deformable pipes having ribs,
An assembly manhole characterized in that the main body, manhole bottom plate, inflow piping and outflow piping on the bottom plate are buried by crushed stone.
JP2011199040A 2011-09-13 2011-09-13 Manhole bottom plate and assembly manhole Active JP5865637B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2011199040A JP5865637B2 (en) 2011-09-13 2011-09-13 Manhole bottom plate and assembly manhole

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2011199040A JP5865637B2 (en) 2011-09-13 2011-09-13 Manhole bottom plate and assembly manhole

Publications (2)

Publication Number Publication Date
JP2013060730A JP2013060730A (en) 2013-04-04
JP5865637B2 true JP5865637B2 (en) 2016-02-17

Family

ID=48185615

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2011199040A Active JP5865637B2 (en) 2011-09-13 2011-09-13 Manhole bottom plate and assembly manhole

Country Status (1)

Country Link
JP (1) JP5865637B2 (en)

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4082557B2 (en) * 2001-07-17 2008-04-30 クボタシーアイ株式会社 Pipe member
JP4106694B2 (en) * 2004-09-02 2008-06-25 吾嬬ゴム工業株式会社 Tightening ring structure for ribbed pipe of flexible joint
JP2007205017A (en) * 2006-02-01 2007-08-16 Mitsubishi Plastics Ind Ltd Manhole joint
JP2007332657A (en) * 2006-06-15 2007-12-27 Ebata Kk Protective cover of impervious member for manhole and manhole using it
JP4776461B2 (en) * 2006-07-19 2011-09-21 早川ゴム株式会社 Flexible joint for manhole and water-stop rubber structure used therefor
JP4886596B2 (en) * 2007-05-25 2012-02-29 株式会社ハネックス Assembly type manhole composed of bottom plate for ascent prevention manhole and bottom plate for ascent prevention manhole

Also Published As

Publication number Publication date
JP2013060730A (en) 2013-04-04

Similar Documents

Publication Publication Date Title
JP6266821B2 (en) Deadline structure and deadline method
JP6362870B2 (en) Floating artificial ground
JP5865637B2 (en) Manhole bottom plate and assembly manhole
JP4886596B2 (en) Assembly type manhole composed of bottom plate for ascent prevention manhole and bottom plate for ascent prevention manhole
KR100947049B1 (en) Pipe stand with fill-soil prevention walls
JP5822201B2 (en) Basic structure of the structure
JP6041118B2 (en) Sand blowing prevention structure
JP5877482B2 (en) Structure for reducing liquefaction damage of structures
JP2010024751A (en) Lift-preventing plate for manhole
JP6420090B2 (en) Ground liquefaction countermeasure method
JP6132144B2 (en) Structure liquefaction damage reducing structure and liquefaction damage reducing method
KR100538981B1 (en) Waterworks pipe protection structure for soft ground installation
JP2013155559A (en) Liquefaction damage reducing structure for construction
TW201621119A (en) Permeable pavement strengthening device
JP2006152542A (en) Earthquake thrust-up floating preventive structure of manhole
JP5983436B2 (en) Gravity breakwater
KR101967402B1 (en) Foundation structure and construction method thereof
JP5839278B2 (en) Liquefaction countermeasure material and liquefaction countermeasure structure
JP4325225B2 (en) Projection amount calculation method for shunt structure in fluidization countermeasure method
JP2009167681A (en) Reservoir
KR20110001574U (en) Apparatus for reinforcing protection bucket of water meter
JP6266820B2 (en) Wave-absorbing structure
JP5675495B2 (en) Anti-levitation manhole
JP2006274701A (en) Rainwater storage and permeation tank
JP4116019B2 (en) Seawall block

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20140826

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20150521

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20150526

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20150727

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20151208

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20151228

R150 Certificate of patent or registration of utility model

Ref document number: 5865637

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250