JPH0649536U - Box body for underground burial - Google Patents

Box body for underground burial

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Publication number
JPH0649536U
JPH0649536U JP9401992U JP9401992U JPH0649536U JP H0649536 U JPH0649536 U JP H0649536U JP 9401992 U JP9401992 U JP 9401992U JP 9401992 U JP9401992 U JP 9401992U JP H0649536 U JPH0649536 U JP H0649536U
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JP
Japan
Prior art keywords
box body
water
joint
underground
hole
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.)
Granted
Application number
JP9401992U
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Japanese (ja)
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JPH083464Y2 (en
Inventor
杉晃 草竹
Original Assignee
杉晃 草竹
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Priority to JP9401992U priority Critical patent/JPH083464Y2/en
Publication of JPH0649536U publication Critical patent/JPH0649536U/en
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Abstract

(57)【要約】 【目的】 汚水マスやマンホール等地中埋設用ボックス
体の流入孔や流出孔に管体を連結する際の止水構造の改
良に関し、汚水マス等地中埋設用ボックス体専用の止水
継手をボックス体の流入孔や流出孔に装着せしめること
によって、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
効果に優れた地中埋設用ボックス体を提供することを目
的とする。 【構成】 汚水マス等地中埋設用ボックス体の流入孔
(9)又は流出孔(10)の少なくともいずれか一方
に、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
なる止水継手(1)を設けることにより、ボックス体に
該止水継手(1)を介して管体(11)を連結せしめる
構造にしてなることを特徴とする。
(57) [Summary] [Purpose] Regarding the improvement of the water blocking structure when connecting pipes to the inflow and outflow holes of the underground burying box body for sewage masses, manholes, etc. By installing a dedicated water stop fitting to the inflow hole and outflow hole of the box body, it is easy to insert and install the pipe body and it is possible to reliably prevent water leakage between the pipe body and the outflow hole or inflow hole after attachment. An object is to provide a box body for underground burying excellent in water effect. A ring body (2) having an inward flange portion (3a) at one end of at least one of an inflow hole (9) and an outflow hole (10) of a box body for underground burial such as a sewage mass, and By providing the water stop joint (1) composed of the entire inner peripheral surface of the ring body (2) and the tubular elastic body (4) covering at least a part of the outer peripheral surface of the other end, the box body is provided with the waterproof joint. The structure is such that the pipe body (11) is connected via the water joint (1).

Description

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

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、例えば汚水マスやマンホール等地中埋設用ボックス体に関し、その 主眼は該ボックス体の流入孔や流出孔に管体を連結する際の止水構造の改良にあ る。 The present invention relates to a box body for underground burial such as a sewage mass or a manhole, and its main purpose is to improve a water blocking structure when connecting a pipe body to an inflow hole or an outflow hole of the box body.

【0002】[0002]

【従来の技術】[Prior art]

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。 Conventionally, when the drain pipe 13 is attached to the inflow hole 9 and the outflow hole 10 in this kind of underground burying box body, for example, in a sewage mass as shown in FIG. 6, while attaching a drainage gradient to the drain pipe 13. , One end side of which is inserted into the inflow hole 9 and the outflow hole 10, and then the space between the inflow hole 9 and the outflow hole 10 and the outer circumference of the drainage pipe 13 is filled with mortar or the like to seal the groundwater and the like. It was intended to prevent invasion into the pipe and leakage of extraneous water such as dirty water and gray water. 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】[Problems to be solved by the device]

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 has been extremely difficult to fill the gap with mortar or the like and to completely seal the gap between the two due to the synergistic effect of the incompatibility between the tube and the mortar. In particular, during long-term use, groundwater and miscellaneous water intrude from the connection between the two due to imperfections in the seals, 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孔及び流出孔周縁を 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、弾性体からなる継手14とコンクリートと の付着力が劣るとともに、継手14が弾性素材からなるが故に、成型時に型枠と 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能に劣るという欠点を有していた。Further, when the drainage pipe is inserted into the inflow hole and the outflow hole, the wastewater mass is made of concrete and the drainage pipe is long. Displacement occurred and the insertion of the drainage pipe became an eccentric insertion, destroying the periphery of the inflow hole and outflow hole, which further weakened the water blocking effect between the two. In addition, the joint system shown in FIG. 7 has a poor adhesive force between the joint 14 made of an elastic body and the concrete, and since the joint 14 is made of an elastic material, when the mold and the concrete are demolded at the time of molding, When transporting, or when inserting a drainage pipe, the joint 14 separates and displaces at the interface 15 with the concrete, and a gap is created at that location, or the concrete is broken, resulting in poor water-stopping performance. Had.

【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 きなかったのである。In any case, it was not possible to obtain a good water blocking effect with the conventional connecting structure.

【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ボ ックス体の流入孔や流出孔に装着せしめることによって、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 果に優れた地中埋設用ボックス体を開発したものである。Therefore, the present invention makes it easy to insert and mount the pipe body by mounting the water shut-off joint for the box body for underground burial such as this kind of wastewater mass into the inflow hole and the outflow hole of the box body. This is the development of a box body for underground burying that has an extremely excellent water-blocking effect that can reliably prevent water leakage between the later pipe body and the outflow hole or inflow hole.

【0007】[0007]

【課題を解決するための手段】[Means for Solving the Problems]

本考案は、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、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からなる止水継 手を設けることにより、ボックス体に該止水継手を介して管体を連結せしめる構 成にしてなることにある。 The present invention provides a ring body having an inward flange at one end in at least one of an inflow hole or an outflow hole of a box body for underground burial such as a sewage mass, an entire inner peripheral surface of the ring body, and at least the other end. By providing a water stop joint composed of a tubular elastic body formed by partially breaking the outer peripheral surface, the tube body can be connected to the box body via the water stop joint.

【0008】[0008]

【作用】[Action]

本考案は、上記のような構成からなるため、図1のように汚水マス8の流入孔 9側と流出孔10側に止水継手1が一体的に成形されてなる。 Since the present invention is constructed as described above, the water shutoff joint 1 is integrally formed on the inflow hole 9 side and the outflow hole 10 side of the wastewater mass 8 as shown in FIG.

【0009】 この状態で、管体11の先端部を止水継手1の筒状弾性体4内に挿入せしめる と該先端部はリング体2の内向き鍔部3aを被覆する弾性体4の段部4fに係止 される。In this state, when the tip end portion of the pipe body 11 is inserted into the tubular elastic body 4 of the water shutoff joint 1, the tip end portion of the elastic body 4 covering the inward flange portion 3 a of the ring body 2. It is locked to the portion 4f.

【0010】 この係止状態で、止水継手1に外嵌された締付バンド12にて締め付けると管 体11は確実に止水継手1に接続されることとなる。In this locked state, when tightened with the tightening band 12 fitted on the water shutoff joint 1, the pipe 11 is reliably connected to the water shutoff joint 1.

【0011】 従って、該汚水マス等の地中埋設用ボックス体においては、流入孔9や流出孔 10と止水継手1とは確実に一体化されているとともに止水継手1と管体11と は止水状態で接続しているため、汚水マスや管体内に外部の地下水や雑水等が侵 入することがなく且つ管体側からの汚水等の漏水も確実に阻止でき、止水効果が 極めて有功に作用するのである。Therefore, in the box body for underground burial of the sewage mass or the like, the inflow hole 9 and the outflow hole 10 and the water shutoff joint 1 are reliably integrated, and the water shutoff joint 1 and the pipe body 11 are connected. Since it is connected in a water-stopped state, external groundwater and miscellaneous water will not enter the wastewater mass and the pipe body, and leakage of sewage water from the pipe side can be reliably blocked, resulting in a water-stopping effect. It works extremely well.

【0012】[0012]

【実施例】【Example】

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、地中埋設用ボックス体の一例としての汚水マス8の縦断面図で、該汚 水マス8の流入孔9と流出孔10には夫々止水継手1が一体的に取り付けられて なる。 An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 is a vertical cross-sectional view of a sewage mass 8 as an example of a box body for underground burying. A water shutoff joint 1 is integrally attached to each of an inflow hole 9 and an outflow hole 10 of the sewage mass 8. Become.

【0013】 図2は前記止水継手1の半截断面図で、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。FIG. 2 is a half cross-sectional view of the water shutoff joint 1. In FIG. 2, 2 is a cylindrical ring body having an inverted T-shaped half cross-section, the ring body 2a made of an iron plate and the collar 3 made of stainless steel. And the flange portion 3 is composed of an inward flange portion 3a and an outward flange portion 3b.

【0014】 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. However, it is 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 further extending upward. It is baked on the ring body 2.

【0015】 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 reference numeral 6 denotes four protrusions provided on the inner peripheral surface side of the concave portion 5. Reference numeral 7 denotes three ridges protruding from the inner peripheral surface of the inner leg 4b.

【0016】 上記実施例に示された止水継手1を前記汚水マス8に取り付ける場合には、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1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 attached to the wastewater mass 8, for example, when the wastewater mass 8 is molded, the water shutoff joints are respectively provided on the inflow hole 9 side and the outflow hole 10 side of the form. By arranging 1 and pouring concrete into the mold, a wastewater mass 8 as shown in FIG. 1 is molded.

【0017】 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.

【0018】 しかも前記汚水マス8の成形時にコンクリートは図2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 up to the position shown in FIG. 2 (shown by the broken line) when the wastewater mass 8 is formed, the body 2a made of an iron plate that barely appears on the outer periphery of the ring body 2 is attached to the concrete. Due to the force of attachment, the water stop joint 1 will be attached to the concrete in a very good condition.

【0019】 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.

【0020】 次に図1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. 1, 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 is inserted. Since the step portion 4f comes 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 the concrete is perfect and no cracks or gaps are generated at the interface.

【0021】 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1 1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 the tube body 11 is inserted, a commercially available ring-shaped tightening band 12 is externally fitted onto the concave portion 5 of the elastic body 4 and tightened, and as shown in FIG. The pipe body 11 is securely fastened to the water shutoff joint to be connected and fixed.

【0022】 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 connection portion between the inflow hole 9 and the outflow hole 10 of the sewage mass 8 and the outer peripheral surface of the water shutoff joint 1, and the outer circumference of the water shutoff joint 1 and the pipe body 11. Since the connecting portions between the surfaces are completely connected and connected in a water-stopped state, groundwater and miscellaneous water do not enter the wastewater mass 8 and the pipe 11, and the wastewater etc. Therefore, no water leaked, and the problem caused by the increase and decrease of sewage as in the past was eliminated.

【0023】 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, but the ring body 2 has a substantially L-shaped half-section cross section in which at least the inward flange portion 3a is projected. I wish I had it. However, the inward flange 3a may be integrally formed with the ring body 2a or welded separately.

【0024】 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。Further, the outward flange portion 3b may be separately attached to the ring body 2 as shown in FIG.

【0025】 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.

【0026】 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。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。Further, in the above-mentioned embodiment, the tubular elastic body 4 is made of rubber, but any material may be used as long as it is an elastic material. The shape of the anchor portion 4d on the outer periphery and the protrusion on the inner peripheral surface is not limited.

【0027】 尚、上記実施例は、地中埋設用ボックス体として流入孔と流出孔を具備してな る汚水マスについて説明してなるが、例えば図5に示すような内底面を半球状に 形成し、流出孔10のみを設けたマス体にも実施可能な他、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問わない。In the above-mentioned embodiment, the sewage mass having the inflow hole and the outflow hole as the underground burying box body is explained. For example, as shown in FIG. 5, the inner bottom surface has a hemispherical shape. The box body can be formed and provided with only the outflow hole 10, and the name and shape are not limited as long as it is a box body for underground burying such as a manhole.

【0028】[0028]

【効果】 以上のように本考案は、専用の止水継手を取り付けた地中埋設用ボックス体な るため、汚水マス等の流入孔や流出孔に止水継手が装着されていることによって 、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 box body for underground burying with a dedicated water stop joint, so that the water stop joint is attached to the inflow hole and the outflow hole of the sewage mass, etc. In addition to facilitating the work of connecting the pipes, leakage of water between the pipes and joints after connection and intrusion of external groundwater etc. can be reliably prevented, and the water blocking effect becomes extremely remarkable.

【0029】 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。[0029] As a result, it is possible to prevent destruction and damage of the pipe connection portion such as the sewage mass, which is a concrete product generated when the conventional concrete product is connected to the pipe body. It was also possible to reliably prevent an increase in the amount of sewage treatment that occurred.

【0030】 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 examples, an outward anchor portion is formed on the outer peripheral surface of the tubular elastic body, or an outward flange portion is formed on the ring body so that the waterproof joint and the concrete product can be connected to each other. The effect of making the fixation even more reliable was obtained.

【0031】 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, there is an effect that the sealing property between the pipe body and the joint can be enhanced by forming a small ridge on the inner peripheral surface of the tubular elastic body and tightening the tightening band.

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

【図1】止水継手を装着した状態の汚水マスの縦断面
図。
FIG. 1 is a vertical cross-sectional view of a sewage mass with a water shutoff joint attached.

【図2】止水継手の半截断面図。FIG. 2 is a cross-sectional view of a water shutoff joint.

【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半截断面図。FIG. 4 is a half cross-sectional view showing another embodiment of the ring body.

【図5】他実施例としての汚水マスの縦断面図。FIG. 5 is a vertical cross-sectional view of a sewage mass as another example.

【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(9)又は流出孔(10)の少なくともいずれか一方
に、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
なる止水継手(1)を設けることにより、ボックス体に
該止水継手(1)を介して管体(11)を連結せしめる
構造にしてなることを特徴とする地中埋設用ボックス
体。
1. A ring body (2) having an inward flange portion (3a) at one peripheral edge of at least one of an inflow hole (9) and an outflow hole (10) of a box body for underground burial such as a sewage mass. And a tubular elastic body (4) covering at least a part of the outer peripheral surface of the other end of the ring body (2) and the inner surface of the ring body (2). A box body for underground embedding, which has a structure in which a pipe body (11) is connected through the water shutoff joint (1).
【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。
2. One end of the ring body (2) has a substantially inverted T half-section.
The underground burying box body according to claim 1, which is in the shape of a letter.
【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。
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 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項記載の地中埋設用ボックス体。
4. The box body for underground embedding according to claim 1, wherein an outward anchoring portion (4d) is projected on the outer peripheral surface of the tubular elastic body (4).
JP9401992U 1992-12-14 1992-12-14 Box body for underground burial Expired - Lifetime JPH083464Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9401992U JPH083464Y2 (en) 1992-12-14 1992-12-14 Box body for underground burial

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9401992U JPH083464Y2 (en) 1992-12-14 1992-12-14 Box body for underground burial

Publications (2)

Publication Number Publication Date
JPH0649536U true JPH0649536U (en) 1994-07-08
JPH083464Y2 JPH083464Y2 (en) 1996-01-31

Family

ID=14098832

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9401992U Expired - Lifetime JPH083464Y2 (en) 1992-12-14 1992-12-14 Box body for underground burial

Country Status (1)

Country Link
JP (1) JPH083464Y2 (en)

Also Published As

Publication number Publication date
JPH083464Y2 (en) 1996-01-31

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