JP2002235331A - Connection structure between up and down blocks of built-up manhole - Google Patents
Connection structure between up and down blocks of built-up manholeInfo
- Publication number
- JP2002235331A JP2002235331A JP2001031410A JP2001031410A JP2002235331A JP 2002235331 A JP2002235331 A JP 2002235331A JP 2001031410 A JP2001031410 A JP 2001031410A JP 2001031410 A JP2001031410 A JP 2001031410A JP 2002235331 A JP2002235331 A JP 2002235331A
- Authority
- JP
- Japan
- Prior art keywords
- lower blocks
- connection structure
- manhole
- rubber ring
- blocks
- 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
Links
Landscapes
- Sewage (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
Description
【0001】[0001]
【発明が属する技術分野】この発明は組立マンホールの
上下ブロック間の接続構造に関するものである。The present invention relates to a connection structure between upper and lower blocks of an assembly manhole.
【0002】[0002]
【従来の技術】組立マンホールを構成する上下ブロック
間は従来は図5(a)に示すように凹凸の接合面を有す
インロー形13a,13bの噛み合わせ接続であって中
間の噛合斜面14に止水用のゴム座15を介在させ且つ
接続部の外側に接続プレート16をボルト17止めする
もの、あるいは図5(b)に示すように接着剤を塗りま
たは含浸したスポンジリング18を接着面間に敷入れし
て接着接続するなど完全固定形にて接続する要領が採ら
れている。2. Description of the Related Art Conventionally, as shown in FIG. 5 (a), a space between upper and lower blocks constituting an assembling manhole is a mating connection of spigot-shaped 13a, 13b having an uneven joint surface, and an intermediate meshing slope 14 is provided. A connection plate 16 is bolted to the outside of the connection portion with a rubber seat 15 for water stop and a sponge ring 18 coated or impregnated with an adhesive as shown in FIG. The connection is made in a completely fixed form, for example, by laying it in and bonding it.
【0003】[0003]
【発明が解決しようとする課題】しかしながら、埋立地
など地盤が軟弱なところでは土砂の液状化あるいは地層
移動、特に地震による強烈な衝撃が加わった場合、横ず
れ圧力などによって接続部のインロー形噛合部に亀裂が
入ったり破損して漏水するという課題がある。However, in places where the ground is soft, such as landfills, when liquefaction of soil or soil movement, especially when a strong impact due to an earthquake is applied, the spigot-type meshing portion of the connection portion is caused by a lateral displacement pressure or the like. There is a problem that water is leaked due to cracks or breaks in the water.
【0004】[0004]
【課題を解決するための手段】本発明は組立マンホール
の上下ブロック間の突合わせ面を平坦面にて形成し、該
平坦な突合わせ面の中間に上下両ブロックに跨り合う無
端凹溝を設け、該無端凹溝内にゴム輪を嵌付けて上下ブ
ロック間の位置決めをし横ずれを防止するようにして、
かかる課題を解決するようにしたのである。According to the present invention, an abutting surface between upper and lower blocks of an assembling manhole is formed as a flat surface, and an endless groove is provided in the middle of the flat abutting surface so as to extend over the upper and lower blocks. A rubber ring is fitted into the endless groove to position the upper and lower blocks and prevent lateral displacement,
This problem was solved.
【0005】[0005]
【発明の実施の形態】上下ブロック1,2の側壁の突合
わせ面3を図1に示すように平坦面イにて形成し、その
中間に一致するようにして凹溝4,4を設ける。凹溝
4,4の入口は角とりした曲面4aにてなる。凹溝4,
4内に図2に示すように縦長小判形,瓢箪形などをした
ゴム輪5を嵌付ける。ゴム輪5は中芯を硬質ゴム5a、
外側を水膨張性ゴム層5bとする二重構造にて形成され
ている。DESCRIPTION OF THE PREFERRED EMBODIMENTS Abutting surfaces 3 of the side walls of upper and lower blocks 1 and 2 are formed as flat surfaces A as shown in FIG. The entrances of the concave grooves 4 are formed with rounded curved surfaces 4a. Groove 4,
A rubber ring 5 having a vertically long oval shape, a gourd shape or the like as shown in FIG. The rubber ring 5 has a core made of a hard rubber 5a,
It is formed in a double structure with the water-swellable rubber layer 5b on the outside.
【0006】上下ブロック1,2の平坦な突合わせ面3
を挟む側壁にはW曲折形,トリプル曲折形などの多曲折
部6を有す帯状ゴム輪7をバンド8締め取付けする。9
は上下部内面に装着した水膨張性シール材である。突合
わせ面3を挟む内面の適所には中間に外出曲折の遊び部
10を有す継手プレート11をアンカー12止め取付け
する。なお継手プレート11は継手ゴム輪(図示してな
い)にてかえることもある。以上によりマンホールを組
立て必要とする現場に据付けるのである。The flat butting surfaces 3 of the upper and lower blocks 1 and 2
A band-shaped rubber ring 7 having multiple bent portions 6 such as a W bent shape and a triple bent shape is attached to a side wall sandwiching the band 8 by tightening a band 8. 9
Is a water-swellable sealing material mounted on the inner surfaces of the upper and lower parts. At an appropriate position on the inner surface sandwiching the abutting surface 3, a joint plate 11 having a play portion 10 for bending out in the middle is fixedly attached to an anchor 12. The joint plate 11 may be replaced by a joint rubber ring (not shown). Thus, the manhole is installed at the site where assembly is required.
【0007】地震等の震動によって上下ブロック1,2
間に横ずれ圧力が加わったときは突合わせ面3が平坦面
イであることによって突合わせ面3には全く負担なく凹
溝4,4内に嵌入したゴム輪5および継手プレート11
によって横ずれが防止されることとなる。[0007] The upper and lower blocks 1 and 2
When a lateral displacement pressure is applied between them, the rubber ring 5 and the joint plate 11 fitted into the concave grooves 4, 4 without any load on the butting surface 3 because the butting surface 3 is flat.
This prevents lateral displacement.
【0008】またより大きな衝撃によって横ずれが生じ
たときも図4に示すように継手プレート11は遊び部1
0の余裕によって無理なく追従することができ、また小
判形,瓢箪形のゴム輪5および帯状ゴム輪7もそれぞれ
変形追従することができることによって設定範囲内では
漏水を完全に防止することができる。なお突合わせ面3
が平坦面イであることによってインロー形のように先づ
抜け出て然る後横ずれするという段階を踏まないために
ゴム輪5等の追従性における負担は小さなものとなる。
また凹溝4,4は角とりした曲面4aをもって形成した
ので横ずれ時のゴム輪5への衝撃は分散されて損傷,破
断などを免れることができる。さらに中芯5aを瓢箪形
にしたときは衝撃分散性と追従性が助長されるものとあ
る。ゴム輪5を縦長形としたので上下ブロック1,2間
が浮き離れるようなずれが生じた場合も追従性よく水漏
れを防止することができる。また揺れ戻しなどによって
反対方向への力が加わったときなどにはゴム輪5等の復
元力もあって元位置に無理なくずれ戻ることもできる。[0008] Further, when a lateral displacement occurs due to a larger impact, as shown in FIG.
With a margin of 0, it is possible to easily follow, and the oval-shaped and gourd-shaped rubber rings 5 and the belt-shaped rubber rings 7 can also deform and follow each other, so that water leakage can be completely prevented within the set range. Butting surface 3
Because of the flat surface (a), it does not go through the step of slipping out first after slipping out like the spigot type, so that the burden on the followability of the rubber ring 5 and the like becomes small.
Further, since the concave grooves 4 are formed with the rounded curved surfaces 4a, the impact to the rubber ring 5 at the time of lateral displacement is dispersed, and damage and breakage can be avoided. Further, when the center core 5a is formed in a gourd shape, the dispersion of impact and the followability are sometimes promoted. Since the rubber ring 5 has a vertically long shape, it is possible to prevent water leakage with good followability even in the case where the upper and lower blocks 1 and 2 are separated from each other so as to float. Further, when a force in the opposite direction is applied due to swinging back or the like, there is also a restoring force of the rubber ring 5 or the like, so that it is possible to smoothly return to the original position.
【0009】[0009]
【発明の効果】本発明は以上のようにして、組立マンホ
ールの各上下ブロック間の突合わせ接続面をインローの
噛合形をやめて平坦面の突合わせにしたので、地震等に
より横ずれが生じても噛合部の衝突による亀裂や破損が
防止されるという効果を生ずる。As described above, according to the present invention, the butt connection surface between the upper and lower blocks of the assembly manhole is replaced with a flat surface by stopping the engagement shape of the spigot. This has the effect of preventing cracking and breakage due to collision of the meshing portion.
【0010】平坦な突合わせ面の中間に入口に角とり曲
面を設けた凹溝を設け、この上下一致した凹溝内に断面
縦長のゴム輪を嵌着したので、上下ブロック間は正確に
位置決めして接続され、またゴム輪が横ずれの衝撃を緩
衝し吸収するという効果を生ずる。A concave groove having a chamfered curved surface at the entrance is provided in the middle of the flat butted surface, and a rubber ring having a vertically long cross section is fitted into the concave groove which coincides with the upper and lower sides, so that the upper and lower blocks are accurately positioned. The rubber ring absorbs and absorbs the impact of the lateral displacement.
【0011】本発明は平坦面の突合わせによってインロ
ー形が破損するような大きさ以前の衝撃で横ずれするこ
とも生ずるが、凹溝内のゴム輪と外側の帯状ゴム輪とに
よって横ずれした状態のままでも水漏れは確実に防止さ
れるという効果を生じ、またそのように横ずれした状態
の程度を観察することによって地下マグマの蓄積や変化
現象、マンホール内外の地層の移動あるいは沈下状況等
を知り得て大きな地震の発生を予知することができると
いう効果を生ずる。According to the present invention, when the flat surface is abutted, the spigot may be deviated laterally by an impact before the size that would damage the spigot type, but the laterally deviated state is caused by the rubber ring in the concave groove and the outer band-shaped rubber ring. Water leakage can be reliably prevented even as it is, and by observing the degree of such lateral displacement, it is possible to know the accumulation and change phenomena of underground magma, the movement or subsidence of stratum inside and outside the manhole, etc. This makes it possible to predict the occurrence of a large earthquake.
【図1】 上下ブロック間を突合わせ前の状態にて示す
部分断面図FIG. 1 is a partial sectional view showing a state before butting between upper and lower blocks.
【図2】 ゴム輪の構成を示す断面図FIG. 2 is a sectional view showing a configuration of a rubber ring.
【図3】 上下ブロック間を突合わせ接続した状態にて
示す部分断面図FIG. 3 is a partial cross-sectional view showing a state in which the upper and lower blocks are butt-connected.
【図4】 同、横ずれした状態を示す部分断面図FIG. 4 is a partial cross-sectional view showing a state where the lateral displacement has occurred.
【図5】 従来例の部分断面図FIG. 5 is a partial sectional view of a conventional example.
1,2は上下ブロック 3は突合わせ面 4,4は凹溝 4aは角とり 5はゴム輪 5aは硬質ゴムの中芯 5bは水膨張性ゴムの外層 6は多曲折部 7は帯状ゴム輪 8はバンド 9は水膨張性シール材 10は遊び部 11は継手プレート 12はアンカー 13a,13aはインロー形の突合わせ面 14は噛合斜面 15はゴム座 16は接続プレート 17はボルト 18はスポンジリング イは平坦面 1 and 2 are upper and lower blocks 3 is a butted surface 4, 4 is a concave groove 4a is a chamfer 5 is a rubber ring 5a is a hard rubber core 5b is a water-expandable rubber outer layer 6 is a multi-bend portion 7 is a band-shaped rubber ring 8 is a band 9 is a water-swellable sealing material 10 is a play portion 11 is a joint plate 12 is an anchor 13a, 13a is a spigot-shaped butting surface 14 is a mating inclined surface 15 is a rubber seat 16 is a connection plate 17 is a bolt 18 is a sponge ring B is flat
フロントページの続き (72)発明者 榎並 弘 新潟県南蒲原郡中之島町字中条新田(番地 なし) 株式会社信明産業新潟工場内 Fターム(参考) 2D047 BA21 2D063 DA17 DA19 DA20 Continued on the front page (72) Inventor Hiroshi Enami Namaka Nitta, Nakanoshima-cho, Minamikanbara-gun, Niigata (No address) F-term in Shinmei Sangyo Niigata Factory (reference) 2D047 BA21 2D063 DA17 DA19 DA20
Claims (4)
わせ面を平坦面にて形成し、該平坦な突合わせ面の中間
に上下両ブロックに跨り合う無端凹溝を設け、該無端凹
溝内にゴム輪を嵌付けて上下ブロック間の位置決めをし
横ずれを防止するようにしたことを特徴とする組立マン
ホールの上下ブロック間の接続構造。1. An abutting surface between upper and lower blocks of an assembling manhole is formed as a flat surface, and an endless groove extending over both the upper and lower blocks is provided in the middle of the flat abutting surface. A connection structure between the upper and lower blocks of an assembling manhole, wherein a rubber ring is fitted to position the upper and lower blocks to prevent lateral displacement.
た請求項1記載の組立マンホールの上下ブロック間の接
続構造。2. The connection structure between upper and lower blocks of an assembling manhole according to claim 1, wherein the endless groove is formed by a curved surface having a square entrance.
する硬質ゴム製の中芯と水膨張性ゴムの外層の二重構造
にて形成した請求項1または2に記載の組立マンホール
の上下ブロック間の接続構造。3. The assembly manhole according to claim 1, wherein the rubber ring has a double structure of a hard rubber core having an oval or gourd cross section and an outer layer of water-expandable rubber. Connection structure between blocks.
多曲折部を中間に有す帯状ゴム輪をバンド締め取付け、
内側に凸形曲折の遊び部を中間に有す金属プレートをア
ンカー止めする請求項1乃至3のいずれかに記載の組立
マンホールの上下ブロック間の接続構造。4. A band-shaped rubber ring having a multi-folded portion in the middle between the butting surfaces of the upper and lower blocks is fastened by band tightening.
The connection structure between upper and lower blocks of an assembly manhole according to any one of claims 1 to 3, wherein a metal plate having a convexly bent play portion on the inside is anchored.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001031410A JP2002235331A (en) | 2001-02-07 | 2001-02-07 | Connection structure between up and down blocks of built-up manhole |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001031410A JP2002235331A (en) | 2001-02-07 | 2001-02-07 | Connection structure between up and down blocks of built-up manhole |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2002235331A true JP2002235331A (en) | 2002-08-23 |
Family
ID=18895497
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2001031410A Pending JP2002235331A (en) | 2001-02-07 | 2001-02-07 | Connection structure between up and down blocks of built-up manhole |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2002235331A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2011059458A (en) * | 2009-09-11 | 2011-03-24 | Oki Data Corp | Method for sealing developer, developer container, developing device and image forming apparatus |
KR102058208B1 (en) * | 2019-04-09 | 2019-12-20 | 주식회사 태원콘크리트 | Non-adhesive manhole with improved watertightness |
-
2001
- 2001-02-07 JP JP2001031410A patent/JP2002235331A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2011059458A (en) * | 2009-09-11 | 2011-03-24 | Oki Data Corp | Method for sealing developer, developer container, developing device and image forming apparatus |
US8494406B2 (en) | 2009-09-11 | 2013-07-23 | Oki Data Corporation | Developer storage container, developing device and image forming apparatus |
KR102058208B1 (en) * | 2019-04-09 | 2019-12-20 | 주식회사 태원콘크리트 | Non-adhesive manhole with improved watertightness |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
KR100651635B1 (en) | Precast box-shaped culvert | |
JP2002235331A (en) | Connection structure between up and down blocks of built-up manhole | |
JP2854563B2 (en) | Culvert fittings | |
AU2007321753B2 (en) | Moulded concrete construction panel system | |
JP2002004793A (en) | Rubber gasket for tunnel segment | |
JP3127038U (en) | Box culvert | |
JPH10227040A (en) | Pile foundation structure | |
JP3905069B2 (en) | Dry work box and installation method | |
JP2891670B2 (en) | Flexible joint structure of concrete product and concrete product having the flexible joint structure | |
GB2399108A (en) | A wall fastener anchor for spacing a reinforcing mesh from a structure | |
WO2000006846A1 (en) | Waterstops and a method for their installation | |
JP4011980B2 (en) | Flexible joint type block | |
JP2000008467A (en) | Production of deformed precast concrete block | |
JP4259952B2 (en) | Joining structure of rubber gasket and sinking box using it | |
JPH0312811Y2 (en) | ||
JP3353163B2 (en) | Joint structure of lining segment | |
JPH0437121Y2 (en) | ||
CN211548205U (en) | Efficient sound insulation wall structure | |
JPH11229785A (en) | Joint structure for segment | |
JPH09310399A (en) | Inner-face smooth flexible joint for culvert | |
JP4527041B2 (en) | Joint structure of structure and its construction method | |
KR102073074B1 (en) | Box culvert With Rubber | |
JPH0762988A (en) | Joint for synthetic segment | |
KR200167590Y1 (en) | Expansion joint in bridge | |
KR102141798B1 (en) | Shape steel load-bearing walls and reinforcing method of using shape steel load-bearing walls |