JPH024302Y2 - - Google Patents

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Publication number
JPH024302Y2
JPH024302Y2 JP8716684U JP8716684U JPH024302Y2 JP H024302 Y2 JPH024302 Y2 JP H024302Y2 JP 8716684 U JP8716684 U JP 8716684U JP 8716684 U JP8716684 U JP 8716684U JP H024302 Y2 JPH024302 Y2 JP H024302Y2
Authority
JP
Japan
Prior art keywords
seal
seal part
seal portion
underdrain
joint
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
Application number
JP8716684U
Other languages
Japanese (ja)
Other versions
JPS611791U (en
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 filed Critical
Priority to JP8716684U priority Critical patent/JPS611791U/en
Publication of JPS611791U publication Critical patent/JPS611791U/en
Application granted granted Critical
Publication of JPH024302Y2 publication Critical patent/JPH024302Y2/ja
Granted legal-status Critical Current

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  • Sewage (AREA)
  • Building Environments (AREA)
  • Joints With Pressure Members (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は上・下水道等の暗渠の止水接続用の継
手に関する。
[Detailed Description of the Invention] [Industrial Field of Application] The present invention relates to a joint for water-stop connection of underground conduits for water supply, sewerage, etc.

〔考案の技術的背景とその問題点〕[Technical background of the invention and its problems]

従来、コンクリートケーソン等の構築物間の目
地シール構造として、実開昭57−75040号に示さ
れるように、平板状の固定部と、この固定部から
両側に鈍角に屈曲して斜に伸びるシール部とから
なり、断面〓形状をなすシールゴムを構築物間の
目地部間隙に面した一方の側面に当て板で挟んで
アンカーボルト等により締め付けてこの壁面に固
定し、シールゴムのシール部に隣接する構築物の
壁面を密着させてその目地部をシールするように
したものが知られている。しかしながら、このよ
うなシールゴムを上・下水道等の暗渠の止水接続
に用いる場合は、シールゴムを連続した環状体に
形成して接続すべき暗渠の一方の端部壁面に固定
し、隣接するもう一方の暗渠の端部壁面にシール
部を密着させて、接続すべき暗渠間のシールを行
うが、この場合、次のような問題がある。すなわ
ちシールゴムは連続した環状体に形成され、外周
側シール部(実開昭57−75040号中符号6で示さ
れる)と、内周側シール部(符号6′で示される)
の2つのシール部とを有し、外周側シール部は隣
接するもう一方の暗渠の端部壁面に押圧密着させ
た場合、拡径方向すなわち環状の外周側シール部
6の先端で計つた径を拡大する方向への力を受け
るため、外周側シール部は引張力を受けて伸長さ
れ暗渠の端部壁面によく密着するが、内周側シー
ル部をもう一方の暗渠の端部壁面に押圧密着させ
た場合、縮径方向に作用する圧縮力により、内周
側シール部の一部がはみ出してひだないし波打ち
を生じ、特に暗渠が円筒でなく、矩形、多角形等
の断面を有する筒状形である場合に各コーナー部
にその圧縮力が集中し、各コーナー部に集中的に
波打ちを生ずる可能性が非常に大きい。このよう
な波打ちが生じると、シールゴムの均一な密着力
は低下し、内部流体の漏れの原因となるという大
きな問題があつた。
Conventionally, joint sealing structures between structures such as concrete caisson, as shown in Utility Model Application No. 57-75040, have a flat fixed part and a seal part that bends at an obtuse angle on both sides from this fixed part and extends obliquely. A sealing rubber having a cross-section of There are known devices in which the wall surfaces are brought into close contact and the joints are sealed. However, when such a seal rubber is used for watertight connection of underdrains such as water and sewerage systems, the seal rubber is formed into a continuous annular body and fixed to the wall surface of one end of the underdrain to be connected, and the other adjacent The sealing portion is brought into close contact with the end wall surface of the underdrain to seal between the underdrains to be connected. However, in this case, there are the following problems. In other words, the seal rubber is formed into a continuous annular body, and includes an outer seal portion (indicated by 6 in Utility Model Application No. 57-75040) and an inner seal portion (indicated by 6').
When the outer seal part is pressed into close contact with the end wall surface of the other adjacent underdrain, the diameter measured in the diameter expansion direction, that is, at the tip of the annular outer seal part 6, is Since the outer seal part receives the force in the direction of expansion, the outer seal part is stretched by the tensile force and comes into close contact with the end wall of the culvert, but the inner seal part is pressed tightly against the end wall of the other culvert. If the underdrain is not cylindrical but has a cylindrical shape with a rectangular, polygonal, etc. In this case, the compressive force is concentrated at each corner, and there is a very high possibility that waving will occur in each corner. When such undulation occurs, the uniform adhesion of the seal rubber is reduced, causing a serious problem in that it causes leakage of internal fluid.

〔考案の目的〕[Purpose of invention]

本考案は、上記従来の目地シール構造の問題点
を解決し、連続した環状体に形成された外周シー
ル部と内周シール部の2つのシール部を有する継
手でありながら、暗渠の端部壁面とシール部の圧
着時に内周シール部の波打ちによる漏水が生じな
い暗渠用継手を提供することを目的とする。
The present invention solves the problems of the conventional joint seal structure described above, and although it is a joint that has two seal parts, an outer seal part and an inner seal part formed in a continuous annular body, it An object of the present invention is to provide a joint for an underdrain that does not cause water leakage due to waving of an inner peripheral seal part when the seal part is crimped.

〔考案構成〕[Devised composition]

上記の目的を達成するため、本考案の継手は、
環状に連続した板状の取付部と、この取付部の外
周部から対向する暗渠側に傾斜して外周側に延長
する外周シール部と、この外周シール部の内周側
において外周シール部と一体的に連続し、対向す
る暗渠側に傾斜して内周側に延長す内周シール部
とを備え、暗渠の端部壁面と各シール部の圧着時
に各シール部が変形しうる空間を該外周シール部
と該内周シール部との接続基部の内周側よりも外
周側において大きくしたことを特徴とする。この
構成により、継手のシール部が対向する暗渠の端
部壁面に圧着されるとき、外周シール部が内周シ
ール部を外周側(拡径方向)に引張る力が働き、
内周シール部を外周側に引上げ、その内周側(縮
径方向)への変形を阻止する。
In order to achieve the above purpose, the joint of the present invention is
An annular continuous plate-shaped attachment part, an outer seal part that extends from the outer circumference of the attachment part to the opposite culvert side by slanting toward the outer circumference, and an inner circumference of the outer seal part that is integrated with the outer seal part. and an inner peripheral seal part that is continuous with the underdrain side and extends inwardly while being inclined toward the opposing underdrain side, and the outer peripheral seal part is provided with a space in which each seal part can deform when the end wall surface of the underdrain and each seal part are crimped. It is characterized in that the connection base between the seal portion and the inner seal portion is larger on the outer circumference side than on the inner circumference side. With this configuration, when the seal portion of the joint is crimped to the end wall surface of the opposing underdrain, a force is exerted by the outer seal portion to pull the inner seal portion toward the outer circumference (diameter expansion direction).
The inner circumferential seal portion is pulled up toward the outer circumferential side to prevent its deformation toward the inner circumferential side (diameter reduction direction).

〔実施例〕〔Example〕

以下添付図面を参照して本考案の実施例を詳細
に説明する。
Embodiments of the present invention will be described in detail below with reference to the accompanying drawings.

第1図〜第3図は本考案の継手の1実施例を断
面四角形の筒状(中空部が1つ)の暗渠について
使用した例を示し、第2図はその正面図、第1図
は第2図におけるA−A線断面図である。継手A
はゴム・合成樹脂等の弾性体からなり、本実施例
においては暗渠Bの端部壁面の形状に合致する概
ね四角形の環状に形成されている。継手Aは環状
に連続した板状の取付部1と、この取付部1の外
周位置より対向する暗渠B′側に傾斜して外周側
に拡径方向に延長する外周シール部2と、該外周
シール部2の内周側において、外周シール部2と
接続基部6で連続一体とされ、先端が対向する暗
渠B′側に傾斜して内周側(縮径方向)に延長す
る内周シール部3とを備えている。この構造によ
り、暗渠の端部壁面と各シール部の圧着時に各シ
ール部2,3が変形しうる空間は、接続基部6の
内周側よりも外周側において大きい。
Figures 1 to 3 show an example in which an embodiment of the joint of the present invention is used for a cylindrical (one hollow part) underdrain with a square cross section. Figure 2 is a front view thereof, and Figure 1 is a FIG. 3 is a sectional view taken along line A-A in FIG. 2; Fitting A
is made of an elastic material such as rubber or synthetic resin, and in this embodiment is formed into a generally rectangular ring shape that matches the shape of the end wall surface of the underdrain B. The joint A includes a plate-shaped mounting part 1 that is continuous in an annular shape, an outer seal part 2 that is inclined from the outer circumferential position of the mounting part 1 toward the opposing underdrain B' side and extends in a diametrical direction toward the outer circumference, and the outer circumference of the fitting part 1. On the inner circumferential side of the seal part 2, the outer circumferential seal part 2 and the connection base 6 are continuously integrated, and the tip thereof is inclined toward the opposing underdrain B' side and extends inward (diameter reduction direction). 3. With this structure, the space in which each of the seal parts 2 and 3 can deform when the end wall surface of the underdrain and each seal part are crimped is larger on the outer circumferential side of the connection base 6 than on the inner circumferential side.

継手Aは取付部1に当て板4を添えて、アンカ
ーボルト等の締結具5で暗渠Bに固定する。な
お、アンカーボルトの両側の取付部1の下面に止
水線(止水突条)を設けておくことが好ましい。
各シール部2,3の先端部2a,3aは密着時の
圧接の度合い大きくし、水密性を向上させるため
に断面を図示の如く鋭角に形成することが好まし
い。このようにして相対向する暗渠の一方Bの端
部壁面に継手Aを固定し、他方の暗渠B′(第3図
参照)を各シール部2,3に圧着するようにして
両暗渠B,B′間を止水接続する。
The joint A is fixed to the underdrain B with a fastener 5 such as an anchor bolt, with a backing plate 4 attached to the mounting part 1. In addition, it is preferable to provide a water stop line (water stop ridge) on the lower surface of the attachment part 1 on both sides of the anchor bolt.
It is preferable that the tip portions 2a, 3a of each of the seal portions 2, 3 are formed with an acute angle in cross section as shown in the figure in order to increase the degree of pressure contact during close contact and improve watertightness. In this way, the joint A is fixed to the end wall surface of one of the opposing underdrains B, and the other underculvert B' (see Fig. 3) is crimped to each seal part 2, 3, so that both underdrains B, Make a watertight connection between B′.

次に上記構成の継手Aの作用について説明す
る。
Next, the operation of the joint A having the above configuration will be explained.

継手Aは、端部壁面との圧着時に各シール部
2,3が変形しうる空間が接続基部6の内周側よ
りも外周側において大きいので、各シール部2,
3が対向する暗渠B′の端部壁面に対し圧着され
たとき、接続基部6が第3図Aにおいて矢印C方
向に移動し、かつ外側シール部2の先端部2aが
暗渠B′の端部壁面に沿つて矢印D方向に摺動し
つつ外周シール部2が外周側(拡径方向)に倒れ
て行く。したがつて接続基部6に接続された内周
シール部3はこのように外周側に倒れて行く外周
シール部2により外周側に引張られ、外周シール
部2に追従して外周側に引上げられるので、その
内周側(縮径方向、すなわちシール材が圧縮され
波打ちが生じる方向)への変形移動が阻止され
る。各シール部2,3がともに取付部1の外周側
に連続的に接続されて形成されており、各シール
部2,3の間に他の部材介在することがないの
で、外周シール部2が内周シール部3を外周側に
引張る力が有効に伝達される。さらに各シール部
2,3がともに取付部1の外周側に形成されてい
るので、各シール部2,3の外周側すなわち拡径
方向(シール材の伸びる方向)への変形が阻害さ
れることがなく、逆に各シール部2,3の内周側
すなわち縮径方向への変形が内周側の取付部1に
取付けられた当て板4により制限される。
In the joint A, the space in which each of the seal parts 2 and 3 can deform when crimped with the end wall surface is larger on the outer circumference side of the connection base 6 than on the inner circumference side.
3 is pressed against the opposing end wall surface of the underdrain B', the connection base 6 moves in the direction of the arrow C in FIG. While sliding along the wall surface in the direction of arrow D, the outer seal portion 2 falls toward the outer circumference (diameter expansion direction). Therefore, the inner seal part 3 connected to the connection base 6 is pulled toward the outer circumference by the outer seal part 2 falling toward the outer circumference in this way, and is pulled up to the outer circumference by following the outer seal part 2. , its deformation movement toward the inner circumferential side (in the direction of diameter reduction, that is, the direction in which the sealing material is compressed and waving occurs) is prevented. The seal parts 2 and 3 are both continuously connected to the outer circumferential side of the mounting part 1, and since no other member is interposed between the seal parts 2 and 3, the outer seal part 2 The force that pulls the inner circumferential seal portion 3 toward the outer circumferential side is effectively transmitted. Furthermore, since the seal parts 2 and 3 are both formed on the outer peripheral side of the mounting part 1, deformation of each seal part 2 and 3 toward the outer peripheral side, that is, in the diametrically expanding direction (the direction in which the seal material extends) is inhibited. On the contrary, the deformation of each of the seal parts 2 and 3 toward the inner circumference, that is, in the direction of diameter reduction, is restricted by the backing plate 4 attached to the attachment part 1 on the inner circumference.

本考案の他の実施例を第4図に示す。第4図に
おいて第1図と同一部分は同一符号で示しその詳
細な説明を省略する。外周シール部2と内周シー
ル部3との接続基部6は断面台形状をなしてお
り、内周シール部3の基端部3aには切欠部3b
が設けてあり、基端部3cを肉薄としている。ま
た暗渠Bの端部壁面から垂直に設けた垂線Eに対
し、外周シール部2のなす角度αは該垂線に対し
内周シール部3のなす角度βより小さくしてあ
る。たとえば図示の実施例においてはα=30゜、
β=40゜である。
Another embodiment of the invention is shown in FIG. In FIG. 4, the same parts as in FIG. 1 are designated by the same reference numerals and detailed explanation thereof will be omitted. The connection base 6 between the outer seal part 2 and the inner seal part 3 has a trapezoidal cross section, and the base end 3a of the inner seal part 3 has a notch 3b.
is provided, and the base end portion 3c is made thin. Further, the angle α formed by the outer circumferential seal portion 2 with respect to a perpendicular line E provided perpendicularly from the end wall surface of the culvert B is smaller than the angle β formed by the inner circumferential seal portion 3 with respect to the perpendicular line. For example, in the illustrated embodiment α=30°,
β=40°.

この実施例においては、外周シール部2の垂線
Eに対する角度αが内周シール3の垂線Eに対す
る角度βより小さくしてあるため、外周シール部
2の腰が内周シール部3に比べて強く、各シール
部2,3が対向する暗渠B′の端部壁面に対し圧
着されたとき、内周シール部3は外周シール部2
よりも容易に撓み、外周シール部2が内周シール
部3を外周側に引張る際に内周シール部3の追従
性を大きくする。また内周シール部3の基端部3
cに切欠3bを形成することにより基端部3cを
肉薄とすることは内周シール部3の外周シール部
2の外周側への変形に対する追従性を一層大きく
する。
In this embodiment, since the angle α of the outer seal part 2 with respect to the perpendicular E is smaller than the angle β of the inner seal 3 with respect to the perpendicular E, the stiffness of the outer seal part 2 is stronger than that of the inner seal part 3. , when each of the seal parts 2 and 3 is crimped against the opposing end wall surface of the underdrain B', the inner seal part 3 is attached to the outer seal part 2.
When the outer seal part 2 pulls the inner seal part 3 toward the outer circumferential side, the followability of the inner seal part 3 is increased. In addition, the base end 3 of the inner peripheral seal portion 3
Making the proximal end portion 3c thinner by forming the notch 3b in the inner circumferential seal portion 3 further increases the ability of the inner circumferential seal portion 3 to follow the deformation of the outer circumferential seal portion 2 toward the outer circumferential side.

外周シール部2の外周側への変形に対する内周
シール部3の追従性を増進させるため、上記の如
く基端部3cに溝を切るほか、内周シール部3を
基端部3cに向けてしだいに肉薄にしてもよくま
た内周シール部3を外周シール部2に比較して全
体的に肉薄にするか、内周シール部3のゴムの硬
度を外周シール部2よりも軟くしてもよい。
In order to improve the ability of the inner seal part 3 to follow the deformation of the outer seal part 2 toward the outer circumference, in addition to cutting a groove in the base end 3c as described above, the inner seal part 3 is made to face the base end 3c. The inner seal part 3 may be made thinner as a whole compared to the outer seal part 2, or the hardness of the rubber of the inner seal part 3 may be made softer than that of the outer seal part 2. good.

上記の実施例においては暗渠として断面四角形
の筒状体(中空部が1つ)に暗渠を示したが、こ
れに限らず断面形状が円形、四角形以外の多角形
馬蹄形、楕円形等の暗渠であつてもよく、中空部
も1つに限らず複数であつてもよい。また暗渠は
一体の筒状体でも多数のセグメントからなる組立
式の筒状体でもよい。
In the above embodiment, the underdrain is shown as a cylindrical body (with one hollow part) with a square cross section, but the underdrain is not limited to this, and the cross section is circular, a polygon other than a square, a horseshoe shape, an ellipse, etc. The number of hollow parts is not limited to one, and may be plural. Further, the underdrain may be a one-piece cylindrical body or an assembled cylindrical body consisting of a number of segments.

本考案の継手Aは上・下水道、農業用水道、共
同溝、地下道、トンネル、沈埋函などの暗渠でコ
ンクリート製、鋼製、またはその組み合わせから
なるものの止水接続用に用いることができる。
The joint A of the present invention can be used for water-stop connections to water/sewage systems, agricultural water supplies, public ditches, underground passages, tunnels, underground conduits, etc. made of concrete, steel, or a combination thereof.

〔考案の効果〕[Effect of idea]

以上述べたように、本考案にかかる継手は、外
周シール部と内周シール部をともに取付部の外周
側に設け、かつ各シール部の変形許容空間を接続
基部の内周側よりも外周側において大きくなるよ
うに構成したので、端部壁面への圧着時に内周シ
ール部が外周シール部の外周側への変形に追従し
て変形し、内周側即ちシール材に波打ちが生じる
圧縮方向への変形が阻止され、内周シール部の波
打ちによる漏水を有効に防止することができる。
また、各シール部をともに取付部の外周側に設け
たので、圧着部の幅を従来のものに比べ著るしく
小さくすることができ、構造物の壁の厚さが比較
的に薄い場合でも取付けることができ、また継手
の取付後構造物相互間の段差変位が生じた場合で
も支障を来すことがない。
As described above, in the joint according to the present invention, both the outer peripheral seal part and the inner peripheral seal part are provided on the outer peripheral side of the mounting part, and the deformation allowable space of each seal part is set closer to the outer peripheral side than the inner peripheral side of the connection base. Since the inner circumferential seal part deforms to follow the deformation of the outer circumferential seal part toward the outer circumferential side when crimped to the end wall surface, the inner circumferential seal part deforms to the inner circumferential side, that is, in the compression direction where the sealing material is undulated. deformation is prevented, and water leakage due to undulation of the inner circumferential seal portion can be effectively prevented.
In addition, since each seal part is provided on the outer circumferential side of the mounting part, the width of the crimping part can be made significantly smaller than conventional ones, even when the wall thickness of the structure is relatively thin. It can be installed easily, and there will be no problem even if there is a difference in level between the structures after the joint is installed.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案の暗渠用継手の一実施例の一部
を拡大して示す横断面図、第2図は継手の一部を
切断して示す正面図、第3図は継手が隣接する暗
渠間を止水接続する状態を示す図(第3図Aは両
構築物間の目地間隔が比較的に広い場合、第3図
Bは目地間隔が狭まつた場合の状態を示す)、第
4図は本考案の暗渠用継手の他の実施例の一部を
拡大して示す横断面図である。 A……継手、B,B′……暗渠、1……取付部、
2……外周シール部、3……内周シール部、6…
…接続基部。
Fig. 1 is an enlarged cross-sectional view of a part of an embodiment of the underdrain joint of the present invention, Fig. 2 is a partially cutaway front view of the joint, and Fig. 3 shows the joints adjacent to each other. Diagram showing the state of watertight connection between culverts (Fig. 3A shows the state when the joint spacing between both structures is relatively wide, and Fig. 3B shows the state when the joint spacing is narrow), 4th The figure is an enlarged cross-sectional view of a part of another embodiment of the underdrain joint of the present invention. A...Joint, B, B'...Drain, 1...Mounting part,
2...Outer seal portion, 3...Inner seal portion, 6...
...Connection base.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 隣接する暗渠の相対向する端部壁面の一方にア
ンカーボルト等の締結具により固定された環状に
連続した板状の取付部と、該取付部の外周部から
対向する暗渠側に傾斜して外周側に延長する外周
シール部と、該外周シール部の内周側において該
外周シール部と一体的に接続し、対向する暗渠側
に傾斜して内周側に延長する内周シール部とを備
え、暗渠の端部壁面と各シール部の圧着時に各シ
ール部が変形しうる空間を該外周シール部と該内
周シール部との接続基部の内周側よりも外周側に
おいて大きくしたことを特徴とするゴム・合成樹
脂等の弾性体からなる暗渠用継手。
An annular continuous plate-shaped attachment part fixed to one of the opposing end walls of adjacent culverts with fasteners such as anchor bolts, and an outer periphery that slopes from the outer periphery of the attachment part to the opposite culvert side. an outer seal portion that extends toward the side, and an inner seal portion that is integrally connected to the outer seal portion on the inner circumference side of the outer seal portion, and extends inward while being inclined toward the opposing culvert side. , characterized in that the space in which each seal part can deform when the end wall surface of the culvert and each seal part are crimped is made larger on the outer circumferential side of the connection base between the outer circumferential seal part and the inner circumferential seal part than on the inner circumferential side. Underdrain joints made of elastic materials such as rubber and synthetic resin.
JP8716684U 1984-06-12 1984-06-12 Underdrain fittings Granted JPS611791U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8716684U JPS611791U (en) 1984-06-12 1984-06-12 Underdrain fittings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8716684U JPS611791U (en) 1984-06-12 1984-06-12 Underdrain fittings

Publications (2)

Publication Number Publication Date
JPS611791U JPS611791U (en) 1986-01-08
JPH024302Y2 true JPH024302Y2 (en) 1990-01-31

Family

ID=30639136

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8716684U Granted JPS611791U (en) 1984-06-12 1984-06-12 Underdrain fittings

Country Status (1)

Country Link
JP (1) JPS611791U (en)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0427905Y2 (en) * 1986-05-15 1992-07-06
JPS633812A (en) * 1986-06-24 1988-01-08 コクヨ株式会社 Display case
JPS635713A (en) * 1986-06-25 1988-01-11 コクヨ株式会社 Display case
JPH0755169B2 (en) * 1989-05-24 1995-06-14 コクヨ株式会社 Exhibition case
JPH0755170B2 (en) * 1989-05-26 1995-06-14 コクヨ株式会社 Exhibition case
JP2554245Y2 (en) * 1991-04-18 1997-11-17 西川ゴム工業株式会社 Sealing material for concrete products
KR200466377Y1 (en) * 2010-12-09 2013-04-11 주식회사 명진티에스알 A Sealing Rubber of Sluice Gate
JP5985935B2 (en) * 2012-09-06 2016-09-06 未来工業株式会社 Pipe connector, fixing structure of the pipe connector, and water stop member

Also Published As

Publication number Publication date
JPS611791U (en) 1986-01-08

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