JPH083813Y2 - Underwater box box waterproof joint - Google Patents

Underwater box box waterproof joint

Info

Publication number
JPH083813Y2
JPH083813Y2 JP9401892U JP9401892U JPH083813Y2 JP H083813 Y2 JPH083813 Y2 JP H083813Y2 JP 9401892 U JP9401892 U JP 9401892U JP 9401892 U JP9401892 U JP 9401892U JP H083813 Y2 JPH083813 Y2 JP H083813Y2
Authority
JP
Japan
Prior art keywords
joint
water
box
box body
underground
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 - Lifetime
Application number
JP9401892U
Other languages
Japanese (ja)
Other versions
JPH0649883U (en
Inventor
杉晃 草竹
Original Assignee
杉晃 草竹
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 杉晃 草竹 filed Critical 杉晃 草竹
Priority to JP9401892U priority Critical patent/JPH083813Y2/en
Publication of JPH0649883U publication Critical patent/JPH0649883U/en
Application granted granted Critical
Publication of JPH083813Y2 publication Critical patent/JPH083813Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】本考案は、例えば汚水マスやマン
ホール等地中埋設用のコンクリート製ボックス体の流入
孔や流出孔に管体を連結する際に使用される管体接続用
の止水継手に関する。
BACKGROUND OF THE INVENTION The present invention relates to a water-stop pipe for connecting pipes used when connecting pipes to an inflow hole or an outflow hole of a concrete box body for underground embedding such as a sewage mass or a manhole. Regarding fittings.

【0002】[0002]

【従来の技術】従来、この種地中埋設用ボックス体、例
えば図6に示すような汚水マスにおいて流入孔9及び流
出孔10に排水管13を装着する場合には、排水管13
に排水勾配を付しながら、その一端側を流入孔9及び流
出孔10内に挿入した後、流入孔9及び流出孔10と排
水管13の外周との隙間にモルタル等を充填することに
より密封して、地下水等の管内への侵入や汚水、雑排水
等の管外への漏水を防止していたものである。また、図
7に示すような継手14を流入孔9或いは流出孔10に
装着し、排水管との止水効果を得ようとするものもあ
る。
2. Description of the Related Art Conventionally, when a drain pipe 13 is attached to an inflow hole 9 and an outflow hole 10 in a box body for underground burial, for example, a wastewater mass as shown in FIG.
After inserting one end side into the inflow hole 9 and the outflow hole 10 while providing a drainage gradient to the inside, seal the gap between the inflow hole 9 and the outflow hole 10 and the outer circumference of the drain pipe 13 with mortar or the like. In addition, invasion of underground water into the pipe and leakage of extraneous water such as sewage and miscellaneous drainage to the outside of the pipe were prevented. Further, there is also one in which a joint 14 as shown in FIG. 7 is attached to the inflow hole 9 or the outflow hole 10 in order to obtain a water blocking effect with the drain pipe.

【0003】[0003]

【考案が解決しようとする課題】しかるに、前記隙間の
充填がモルタル等によって行なうことと、管体とモルタ
ルとの不親和性による相乗効果によって両者間の隙間を
完全シールすることが非常に困難であった。特に長期間
の使用中、前記シールの不完全性により地下水や雑水が
前記両者の連結部から侵入し、これが要因となって排水
管側に必要以上の汚水量が流れ下水処理量が増大すると
いう極めて重大な問題が生じた。
However, it is very difficult to completely seal the gap between them by filling the gap with mortar or the like and by the synergistic effect of the incompatibility between the pipe body and the mortar. there were. Especially during long-term use, groundwater and miscellaneous water intrude from the connection between the two due to the imperfection of the seal, which causes an unnecessary amount of wastewater to flow to the drain pipe side, increasing the amount of sewage treatment. That is a very serious problem.

【0004】さらに、前記流入孔及び流出孔に排水管を
挿入する際、汚水マスがコンクリート製であること及び
排水管が長尺であることから、地盤の不等沈下によって
マス体と管体に変位が生じ、排水管の挿入が偏位挿入と
なって流入及び流出孔周縁を破壊せしめることとなり、
これがより一層両者間の止水効果を弱めることとなっ
た。また、図7に示される継手方式は、弾性素材からな
る継手14とコンクリートとの付着性が劣るとともに、
継手14が弾性素材からなるが故に、成形時に型枠とコ
ンクリートを脱型する際や、運搬時、更には排水管を挿
入する際、コンクリートとの界面15において継手14
が剥離、変位して該所に隙間が生じたり、コンクリート
が破壊することから止水性に劣るという欠点を有してい
る。
Further, when the drainage pipe is inserted into the inflow hole and the outflow hole, since the wastewater mass is made of concrete and the drainage pipe is long, the mass body and the pipe body are separated due to the uneven settlement of the ground. Displacement will occur, and the drainage pipe will be inserted eccentrically, destroying the periphery of the inflow and outflow holes.
This further weakened the water blocking effect between the two. In addition, the joint system shown in FIG. 7 has poor adhesion between the joint 14 made of an elastic material and concrete, and
Since the joint 14 is made of an elastic material, the joint 14 is formed at the interface 15 with the concrete when the mold and the concrete are demolded at the time of molding, during transportation, or when the drain pipe is inserted.
However, it has the drawback of being inferior in water-stopping property due to peeling and displacement, resulting in a gap in the place, and concrete breaking.

【0005】いずれにしても、従来のような連結構造で
は、良好な止水効果を得ることができなかったものであ
る。
In any case, the conventional connecting structure cannot obtain a good water blocking effect.

【0006】よって、本考案はこの種汚水マス等地中埋
設用ボックス体専用の止水継手を考案したもので、管体
の挿入装着が容易で、且つ装着後の管体と流出孔や流入
孔間の漏水を確実に阻止できる極めて止水効果に優れた
止水継手を開発したものである。
Therefore, the present invention has devised a water shut-off joint exclusively for a box body for underground burial such as this kind of sewage mass. It is easy to insert and install the pipe body, and the pipe body and the outflow hole or inflow after the installation. This is a water-stop joint that has an extremely excellent water-stopping effect that can reliably prevent water leakage between holes.

【0007】[0007]

【課題を解決するための手段】本考案は、上記課題を解
決するために、継手本体が、一端周縁に内向き鍔部を有
するリング体と該リング体の内周面全面と少なくとも他
端外周面の一部を破覆してなる筒状弾性体とによって構
成してなることにある。
SUMMARY OF THE INVENTION In order to solve the above problems, the present invention provides a joint body, a ring body having an inward flange portion at one end periphery, the entire inner peripheral surface of the ring body, and at least the other end outer periphery. It is configured by a cylindrical elastic body formed by partially covering the surface.

【0008】[0008]

【作用】本考案は、上記のような構成からなるため、該
止水継手本体を、例えば汚水マスの成形時に型枠内に嵌
装着せしめてコンクリートを打設すると、図2のように
汚水マスの流入孔側と流出孔側に一体的に密着して成形
されることとなる。
Since the present invention has the above-mentioned structure, when the water shut-off joint body is fitted and mounted in the mold during the molding of the sewage mass, the concrete is poured into the sewage mass as shown in FIG. It will be molded so as to be integrally adhered to the inflow hole side and the outflow hole side of.

【0009】すなわち、止水継手の一端周縁に形成され
る内向き鍔部と他端外周面側の一部にはリング体が裸出
してなるため、該リング体とコンクリートとの付着力に
より両者は密に嵌合状態となり、また、カケや隙間が発
生せず、よって止水継手と汚水マス間から、外部の地下
水等が侵入することや内部の汚水等が漏水することがな
く確実に止水効果が発揮されるのである。
That is, since the ring body is exposed at the inward flange portion formed at the peripheral edge of one end of the water shut off joint and a part of the outer peripheral surface side at the other end, both of them are adhered to each other by the adhesive force between the ring body and concrete. Is tightly fitted, and no cracks or gaps are generated.Therefore, external groundwater, etc. does not enter between the water shutoff joint and the wastewater mass, and internal wastewater, etc. does not leak and is securely stopped. The water effect is exhibited.

【0010】さらに、該止水継手内に管体の先端部を挿
入着せしめ、継手の外周から締付バンバにて締め付ける
と、管体と止水継手は確実に接続されることとなり、且
つ両者間は止水状態にて締結されることとなるのであ
る。
Furthermore, when the tip end of the pipe is inserted into and attached to the water stop joint and tightened from the outer periphery of the joint with a tightening bum bar, the pipe and the water stop joint are securely connected, and both During that time, it will be fastened with the water stopped.

【0011】[0011]

【実施例】以下、本考案の一実施例について図面に従っ
て説明する。図1は一実施例を示す止水継手1の半截断
図面で、図中2は半截断面逆T字状で且つ円筒状のリン
グ体で、鉄板製のリング体本体2aとステンレス製の鍔
部3とからなり、且つ該鍔部3は内向き鍔部3aと外向
き鍔部3bとからなる。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 is a half cutaway view of a water shutoff joint 1 showing an embodiment, in which 2 is a cylindrical ring body having an inverted T-shaped half cross section, a ring body main body 2a made of an iron plate, and a collar made of stainless steel. 3, and the flange 3 includes an inward flange 3a and an outward flange 3b.

【0012】4は前記リング体本体2aの先端側を嵌入
せしめる切込部4aを有し、且つ内側脚部4bがリング
体2の内周面全面に密着するよう略L字状に形成され、
しかも外側脚部4cの下端外周縁には突条のアンカー部
4bが形成されてなり、さらに上方に延出されてなるボ
ディ部4eを有するゴム製の円筒状弾性体で、前記リン
グ体2に焼付けてなる。
Reference numeral 4 has a notch 4a into which the tip side of the ring body 2a is fitted, and the inner leg 4b is formed in a substantially L shape so as to be in close contact with the entire inner peripheral surface of the ring body 2.
Moreover, a rubber-made cylindrical elastic body having a body 4e formed by forming a protruding anchor portion 4b on the outer peripheral edge of the lower end of the outer leg portion 4c, and extending further upward. It is baked.

【0013】5は前記筒状弾性体4のボディ部4eの外
周面に形成された凹状部、6は該凹状部5の内周面側に
突設された4条の突条を示す。7は前記内側の脚部4b
の内周面側に突設された3条の突条を示す。
Reference numeral 5 denotes a concave portion formed on the outer peripheral surface of the body portion 4e of the cylindrical elastic body 4, and 6 denotes four protrusions provided on the inner peripheral surface side of the concave portion 5. 7 is the inner leg portion 4b
3 shows three protrusions provided on the inner peripheral surface side.

【0014】上記実施例に示された止水継手1を使用す
る場合には、例えば汚水マス8の成形時に型枠の流入孔
9側と流出孔10側に夫々止水継手1を配置して型枠内
にコンクリートを打設することによって図2に示すよう
な汚水マス8が成形されるのである。
When the water shutoff joint 1 shown in the above embodiment is used, for example, the water shutoff joint 1 is arranged on the inflow hole 9 side and the outflow hole 10 side of the form at the time of molding the sewage mass 8. By pouring concrete into the mold, the wastewater mass 8 as shown in FIG. 2 is molded.

【0015】このようにして形成された汚水マス8の流
入孔9側と流出孔10側には、前記止水継手1が確実に
密着して取り付けられることとなる。
The water shutoff joint 1 is securely and closely attached to the inflow hole 9 side and the outflow hole 10 side of the wastewater mass 8 thus formed.

【0016】しかも前記汚水マス8の成形時にコンクリ
ートは図1の位置(破線で示す)まで打設されるため、
リング体2の外周に裸出する鉄板製の本体2aとコンク
リートとの付着力により、コンクリートに非常に良好な
状態で止水継手1が取り付けられることとなる。
Moreover, since concrete is poured to the position shown in FIG. 1 (shown by the broken line) when the wastewater mass 8 is formed,
Due to the adhesive force between the main body 2a made of an iron plate and the concrete that barely appears on the outer periphery of the ring body 2, the water shutoff joint 1 is attached to the concrete in a very good state.

【0017】さらにリング体2の外向き鍔部3bと前記
外側脚部4cのアンカー部4dとがコンクリート内に埋
設されるのでより一層止水継手1の装着状態が確実とな
るのである。
Further, since the outward flange portion 3b of the ring body 2 and the anchor portion 4d of the outer leg portion 4c are embedded in the concrete, the mounting state of the water shutoff joint 1 is further ensured.

【0018】次に図2の状態で管体11を止水継手1内
に挿入せしめると管体11は複数の突条6、7に抗して
挿入され、その先端部は内側脚部4bの段部4fに当接
されることとなり、しかも該段部4fはリング体2の内
向き鍔部3a上に設けられてなるため、段部4fの変形
が阻止されて管体11の先端は確実に係止されることと
なる。また鍔部3aの存在により、コンクリートとの付
着性は完全で、その界面においてカケや隙間が発生する
ことがない。
Next, when the pipe body 11 is inserted into the water shut-off joint 1 in the state of FIG. 2, the pipe body 11 is inserted against the plurality of ridges 6 and 7, and the tip end portion of the inner leg portion 4b. Since the step portion 4f is brought into contact with the step portion 4f, and the step portion 4f is provided on the inward flange portion 3a of the ring body 2, the step portion 4f is prevented from being deformed and the tip of the tube body 11 is securely attached. Will be locked in. Further, due to the presence of the collar portion 3a, the adhesiveness to concrete is perfect and no cracks or gaps are generated at the interface.

【0019】次に管体11の挿入後、市販のリング状締
付バンド12を前記弾性体4の凹状部5に外嵌せしめて
締め付けると、図3に示すように該弾性体4を介して管
体11は確実に止水継手に締め付けられて接続固定され
ることとなるのである。
Next, after inserting the tubular body 11, a commercially available ring-shaped tightening band 12 is externally fitted to the concave portion 5 of the elastic body 4 and tightened, and the elastic body 4 is inserted through the elastic body 4 as shown in FIG. The pipe body 11 is securely tightened and fixedly connected to the water shutoff joint.

【0020】このようにして、汚水マス8を施工する
と、汚水マス8の流入孔9及び流出孔10と止水継手1
の外周面間との連結部並びに止水継手1と管体11の外
周面間の接続部間は夫々完全に止水状態にて連結及び接
続されているので、地下水や雑水等が汚水マス8や管体
11内に侵入することはなく、また、汚水等が汚水マス
8から漏水することはなく、よって従来のように汚水の
増減等による支障が解消したのである。
When the sewage mass 8 is constructed in this manner, the inflow hole 9 and the outflow hole 10 of the sewage mass 8 and the water shutoff joint 1 are formed.
Since the connecting portion between the outer peripheral surfaces of the pipes and the connecting portion between the water shutoff joint 1 and the outer peripheral surface of the pipe body 11 are completely connected and connected in a water-stopped state, groundwater, miscellaneous water, etc. 8 does not invade into the pipe body 11 and the sewage does not leak from the sewage mass 8. Therefore, the problem due to the increase or decrease of sewage as in the conventional case is eliminated.

【0021】尚、上記実施例においては、リング体2を
逆T字状に一体形成してなるが、リング体2は少なくと
も内向き鍔部3aが突設された半截断面略L字状であれ
ばよい。但し、内向き鍔部3aはリング体本体2aに一
体形成又は別体で溶接してもよい。
In the above embodiment, the ring body 2 is integrally formed in an inverted T-shape. However, the ring body 2 may have a substantially L-shaped cross section with at least the inwardly projecting collar portion 3a. Good. However, the inward flange portion 3a may be integrally formed with the ring body 2a or welded separately.

【0022】また外向き鍔部3bは図4に示すように、
リング体2に対して別体にて取付けてもよいものであ
る。
As shown in FIG. 4, the outward flange 3b is
The ring body 2 may be attached separately.

【0023】さらにリング体2は本体2aを鉄製で、鍔
部3をステンレス製にしてなるが、全てステンレス製で
形成してもよく、金属製であればその材質は問わない。
Further, the ring body 2 has a main body 2a made of iron and a collar portion 3 made of stainless steel. However, the ring body 2 may be entirely made of stainless steel, and any material may be used as long as it is made of metal.

【0024】また、上記実施例では、筒状弾性体4をゴ
ム製で製作してなるが、弾性素材であればその素材は問
わない。さらに弾性体の形状としては上記実施例の他、
図5のような形状であってもよく、また外周のアンカー
部4dや内周面の突条の形状も問わないものである。
In the above embodiment, the tubular elastic body 4 is made of rubber, but any elastic material may be used. Further, as the shape of the elastic body, other than the above-mentioned embodiment,
The shape may be as shown in FIG. 5, and the shape of the anchor portion 4d on the outer periphery and the protrusion on the inner peripheral surface does not matter.

【0025】尚、上記実施例は、止水継手を汚水マスに
使用した場合について説明してなるが、汚水マスの他、
マンホール等地中埋設用ボックス体であればその名称や
形状はとわない。
In the above embodiment, the case where the water shutoff joint is used for the wastewater mass is explained.
If it is a box body for underground burial such as a manhole, its name and shape are irrelevant.

【0026】[0026]

【効果】以上のように本考案は、地中埋設用ボックス体
専用の止水継手なるため、該継手を汚水マス等の流入孔
や流出孔に装着せしめることによって、管体の連結作業
が容易となる他、連結後の管体と継手間の漏水や外部の
地下水等の侵入が確実に防止でき止水効果が極めて顕著
となった。
[Effect] As described above, the present invention is a water-stop joint exclusively for a box body for underground embedding, so that the joint work of pipes can be easily performed by attaching the joint to the inflow hole or the outflow hole of the wastewater mass or the like. In addition to this, leakage of water between the pipe and joint after connection and intrusion of groundwater from the outside can be reliably prevented, and the water-stopping effect becomes extremely remarkable.

【0027】その結果、従来コンクリート製品と管体と
の連結の際、生じたコンクリート製品である汚水マス等
の管体連結部の破壊や破損の防止が図られる他、地下水
等が侵入して増水状態となり下水処理量が増大すること
も確実に防止できた。
As a result, when the conventional concrete product is connected to the pipe body, it is possible to prevent destruction or damage of the pipe body connection portion such as the waste water mass, which is a concrete product, and to prevent the groundwater from invading. It was also possible to reliably prevent an increase in the amount of sewage treatment that occurred.

【0028】さらに、実施例記載のように筒状弾性体の
外周面に外向きアンカー部を形成したり、あるいはリン
グ体に外向き鍔部を形成することによって止水継手とコ
ンクリート製品との固着がより一層確実となる効果を得
た。
Further, as described in the embodiment, by fixing the outward anchor portion on the outer peripheral surface of the tubular elastic body or forming the outward flange portion on the ring body, the water-proof joint and the concrete product are fixed. The effect of becoming more certain was obtained.

【0029】また筒状弾性体の内周面に小突条を形成す
ること、並びに締付バンドの締め付けにより管体と継手
間のシール性を高めることができる効果がある。
Further, by forming a small ridge on the inner peripheral surface of the tubular elastic body and tightening the tightening band, there is an effect that the sealing property between the pipe body and the joint can be improved.

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

【図1】止水継手の半截断面図。FIG. 1 is a half-cut sectional view of a water shutoff joint.

【図2】止水継手を装着した状態の汚水マスの縦断面
図。
FIG. 2 is a vertical cross-sectional view of a sewage mass with a water shutoff joint attached.

【図3】止水継手に管体を接続した状態の汚水マスの縦
断面図。
FIG. 3 is a vertical cross-sectional view of a sewage mass in a state where a pipe is connected to a water shutoff joint.

【図4】リング体の他実施例を示す一部半截断面図。FIG. 4 is a partial cross-sectional view showing another embodiment of the ring body.

【図5】筒状弾性体の他実施例を示す一部半截断面図。FIG. 5 is a partially half-sectioned sectional view showing another embodiment of the tubular elastic body.

【図6】従来例を示す汚水マスの半截断面図。FIG. 6 is a half cross-sectional view of a sewage mass showing a conventional example.

【図7】従来例を示す継手の要部断面図。 1 ・・・止水継手 2 ・・・リング体 2a・・・リング体本体 3a・・・内向き鍔部 4 ・・・筒状弾性体 4a・・・切込部 4b・・・内側脚部 4c・・・外側脚部 4d・・・アンカー部 8 ・・・汚水マス 9 ・・・流入孔 10 ・・・流出孔 11 ・・・管体 12 ・・・締付バンドFIG. 7 is a sectional view of an essential part of a joint showing a conventional example. DESCRIPTION OF SYMBOLS 1 ... Water stop joint 2 ... Ring body 2a ... Ring body main body 3a ... Inward flange 4 ... Cylindrical elastic body 4a ... Notch 4b ... Inner leg 4c ... Outer leg part 4d ... Anchor part 8 ... Sewage mass 9 ... Inflow hole 10 ... Outflow hole 11 ... Tubular body 12 ... Tightening band

Claims (4)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 汚水マス等地中埋設用ボックス体の流入
孔又は流出孔の少なくともいずれか一方に連結される管
体を接続する止水継手であって、継手本体が、一端周縁
に内向き鍔部(3a)を有するリング体(2)と該リン
グ体(2)の内周面全面と少なくとも他端外周面の一部
を被覆してなる筒状弾性体(4)とからなることを特徴
とする地中埋設用ボックス体の止水継手。
1. A water shutoff joint for connecting a pipe body connected to at least one of an inflow hole and an outflow hole of a box body for underground burial such as a sewage mass, wherein a joint body is inwardly directed toward a peripheral edge of one end. It comprises a ring body (2) having a collar portion (3a) and a cylindrical elastic body (4) which covers the entire inner peripheral surface of the ring body (2) and at least a part of the outer peripheral surface of the other end. A water stop joint for a box body for underground burying.
【請求項2】 リング体(2)の一端が半截断面略逆T
字状である実用新案登録請求の範囲第1項記載の地中埋
設用ボックス体の止水継手。
2. One end of the ring body (2) has a substantially inverted T half-section.
The waterproof joint for a box body for underground burying according to claim 1, which is a letter-shaped utility model registration claim.
【請求項3】 筒状弾性体(4)の内面側に複数の小突
条(6),(7)が形成されるとともに、外面側に締付
バンド(12)が装着されてなる実用新案登録請求の範
囲第1項記載の地中埋設用ボックス体の止水継手。
3. A utility model in which a plurality of small ridges (6) and (7) are formed on the inner surface side of a tubular elastic body (4) and a tightening band (12) is mounted on the outer surface side. A waterproof joint for a box body for underground burying according to claim 1.
【請求項4】 筒状弾性体(4)の外周面に外向きアン
カー部(4d)が突設されてなる実用新案登録請求の範
囲第1項又は第3項記載の地中埋設用ボックス体の止水
継手。
4. The box body for underground embedding according to claim 1 or 3, wherein an outward anchoring portion (4d) is provided so as to project from the outer peripheral surface of the tubular elastic body (4). Water stop fitting.
JP9401892U 1992-12-14 1992-12-14 Underwater box box waterproof joint Expired - Lifetime JPH083813Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9401892U JPH083813Y2 (en) 1992-12-14 1992-12-14 Underwater box box waterproof joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9401892U JPH083813Y2 (en) 1992-12-14 1992-12-14 Underwater box box waterproof joint

Publications (2)

Publication Number Publication Date
JPH0649883U JPH0649883U (en) 1994-07-08
JPH083813Y2 true JPH083813Y2 (en) 1996-01-31

Family

ID=14098784

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9401892U Expired - Lifetime JPH083813Y2 (en) 1992-12-14 1992-12-14 Underwater box box waterproof joint

Country Status (1)

Country Link
JP (1) JPH083813Y2 (en)

Also Published As

Publication number Publication date
JPH0649883U (en) 1994-07-08

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