JPH0564591U - Water stop - Google Patents

Water stop

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Publication number
JPH0564591U
JPH0564591U JP468292U JP468292U JPH0564591U JP H0564591 U JPH0564591 U JP H0564591U JP 468292 U JP468292 U JP 468292U JP 468292 U JP468292 U JP 468292U JP H0564591 U JPH0564591 U JP H0564591U
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JP
Japan
Prior art keywords
pipe
collar
insertion hole
injection
groove
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
JP468292U
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Japanese (ja)
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JPH087191Y2 (en
Inventor
登久雄 鈴木
Original Assignee
有限会社ベルテクニカルカンパニー
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Priority to JP1992004682U priority Critical patent/JPH087191Y2/en
Publication of JPH0564591U publication Critical patent/JPH0564591U/en
Application granted granted Critical
Publication of JPH087191Y2 publication Critical patent/JPH087191Y2/en
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Abstract

(57)【要約】 【目的】 コンクリートのプール、池の壁部に挿通する
配管又は前記配管の外周に形成する筒状の管スリーブの
外周から水洩れを確実に防止する。極めて低コストに製
造及び施工できる。 【構成】 配管の外周から水洩れを防止する止水具にお
いて、管20を嵌挿自在な円形の挿孔17を有するつば
12の挿孔17周縁を一方に膨出形成して凹部33,4
3を設け、該凹部から前記つばの外周に至る注入溝3
4,44と空気抜き溝を、それぞれ前記挿孔の軸線方向
の直交方向に形成した接合面36,46に設けると共
に、前記注入溝と空気抜き溝を前記挿孔の軸線方向の中
心線に直交する対称中心線19に対称位置に設け、この
二のつばを、両つばの二の接合面を両つばの二の注入溝
及び二の空気抜き溝をそれぞれ対応位置で接合して注入
孔14及び空気抜き孔15を形成し、両つばの対応位置
で接合される二の凹部で環状空隙部13を形成する。注
入孔14に充填物21を注入して環状空隙部13内に充
填すると止水具10のつば12で管20の外周からの水
洩れは防止される。
(57) [Abstract] [Purpose] To reliably prevent water leakage from the outer circumference of a concrete pool, a pipe inserted through a wall of a pond, or a tubular pipe sleeve formed on the outer periphery of the pipe. It can be manufactured and installed at an extremely low cost. In a waterproofing device for preventing water leakage from the outer circumference of a pipe, a peripheral edge of an insertion hole 17 of a collar 12 having a circular insertion hole 17 into which a pipe 20 can be inserted is bulged to one side to form recesses 33, 4
3, the injection groove 3 extending from the recess to the outer periphery of the collar
4, 44 and an air vent groove are provided in the joint surfaces 36, 46 formed in the axial direction orthogonal to the axial direction of the insertion hole, respectively, and the injection groove and the air vent groove are symmetrical with respect to the axial center line of the insertion hole. The two collars are provided at symmetrical positions with respect to the center line 19, and the two joint surfaces of the two collars are joined to the two injection grooves and the two air bleeding grooves of the two collars at the corresponding positions, respectively. And the annular cavity 13 is formed by the two recesses that are joined at the corresponding positions of both collars. When the filling material 21 is injected into the injection hole 14 to fill the annular space 13, the collar 12 of the water blocking tool 10 prevents water leakage from the outer circumference of the pipe 20.

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、止水具に関し、より詳しくはコンクリート製の池や水槽への種々の 配管の外周から水洩れが生じるのを防ぐ止水具に関する。 BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a waterproofing device, and more particularly to a waterproofing device that prevents water leakage from the outer circumferences of various pipes to concrete ponds and water tanks.

【0002】[0002]

【従来の技術】[Prior Art]

図7〜図10に示すように、従来、コンクリート製のプール、池や水槽に対す る種々の配管、例えば給水5a、排水5b、オーバフロー5c及び出水用5dの 配管5は側壁等任意の厚さの壁を構成するため型枠1,1を所定間隙を介して平 行に対峙させ、この型枠1,1内に水平に、後述コーキング作業が可能な間隙を 配管5の外周に形成し得る内径の鉄管スリーブ3を挿入する。そして前記型枠1 ,1で、前記鉄管スリーブ3を固定した後、前記型枠1,1内に振動を与えなが らコンクリート4を流し込み、コンクリート4が固まった後、型枠1,1を取り 外し、前記鉄管スリーブ3内に流れ込んだコンクリートがあればこれを除去して 、配管5を挿通し、配管5の外周と、鉄管スリーブ3内壁間に、手作業で中央か ら開口へ向けて、順次、麻糸6、鉛糸7をつめこみ、樹脂8で密封する方法が採 られていた(図8)。しかしながら、型枠1,1内に注入されるコンクリート4 は、鉄管スリーブ3の外周の下方には充分に行き届かないことが多く、該部に空 所4′が生じ、この空所を経て、水洩れが必然的に発生していた。また、前記手 作業による麻糸6等のつめ物(コーキング)は必ずしも厳密に行われないことも 有り、コーキングが不充分な場合にはここから水洩れが発生していた。 As shown in FIGS. 7 to 10, conventionally, various pipes for concrete pools, ponds and water tanks, for example, water supply 5a, drainage 5b, overflow 5c, and water discharge 5d pipes 5 have arbitrary thicknesses such as side walls. In order to form the walls of the molds 1, the molds 1 and 1 are opposed to each other in a horizontal direction with a predetermined gap, and a horizontal gap can be formed in the molds 1 and 1 to allow caulking work described later on the outer periphery of the pipe 5. The iron pipe sleeve 3 having the inner diameter is inserted. After fixing the iron pipe sleeve 3 with the molds 1 and 1, concrete 4 is poured into the molds 1 and 1 while vibrating, and after the concrete 4 is solidified, the molds 1 and 1 are fixed. If there is concrete that has been removed and has flowed into the iron pipe sleeve 3, remove it, insert the pipe 5, and manually move from the center to the opening between the outer periphery of the pipe 5 and the inner wall of the iron pipe sleeve 3. Then, a method was adopted in which hemp thread 6 and lead thread 7 were sequentially packed and sealed with resin 8 (Fig. 8). However, the concrete 4 poured into the molds 1 and 1 often does not reach the lower portion of the outer circumference of the iron pipe sleeve 3 sufficiently, and a void 4'is formed in this portion, and through this void, Water leakage was inevitably occurring. In addition, the manual filling of the hemp thread 6 or the like (caulking) is not always performed strictly, and when the caulking is insufficient, water leakage occurs from here.

【0003】 そこで、従来の止水具としては前記鉄管スリーブ3の外周に所定径のつば2を 溶接したつば付鉄管スリーブ9が提案され、前記つば2で、この鉄管スリーブ9 の外周下方にもコンクリート4が充分行き渡るようにしたものがある。Therefore, as a conventional water shut-off tool, an iron pipe sleeve 9 with a collar in which a collar 2 having a predetermined diameter is welded to the outer periphery of the iron pipe sleeve 3 has been proposed. There is a concrete 4 that is made to spread sufficiently.

【0004】[0004]

【考案が解決しようとする課題】[Problems to be solved by the device]

従来の止水具にあっては、つば付鉄管スリーブ9の外周下方にコンクリートを 送り込み空所の発生を防ぐと共に、つば2によってつば付鉄管スリーブ9の外周 からの水洩れを防ぐことができるが、前記コーキングが不可欠であるため、該部 からの水洩れが解消できないという問題点を残すものであった。 In the conventional water shut-off tool, concrete can be sent under the outer circumference of the iron pipe sleeve with collar 9 to prevent the generation of voids, and the brim 2 can prevent water leakage from the outer circumference of the iron pipe sleeve with collar 9. However, since the caulking is indispensable, there remains a problem that water leakage from the part cannot be eliminated.

【0005】 つば付鉄管スリーブ9の内径を配管5外径にどのように密接に合わせても、圧 力をもった水の洩れを防ぐことはできないことは自明であり、従って、前記コー キングは不可欠だからである。It is obvious that no matter how closely the inner diameter of the flanged iron pipe sleeve 9 is adjusted to the outer diameter of the pipe 5, it is not possible to prevent leakage of water with pressure, and therefore the caulking is performed. Because it is essential.

【0006】 また、配管5の直径も種々の径を有し、材質も鉄、ステンレス、塩化ビニール 、ライニング(合成樹脂を管内外にコーティングしたもの)等多様であると共に 、型枠1,1間の間隙すなわち、壁厚も多様なため、壁厚及び配管外径に応じ上 記多種の配管外径に応じた内径の多種の鉄管スリーブ及びこの鉄管スリーブの外 径に応じた多種の内径のつばを現場に用意し、適宜径の鉄管スリーブ3を選択し 、その外周に適宜内径のつば2を選択して溶接する必要がある。しかし、この作 業は現実には現場作業でできないため工場作業となり、前記配管5に適切に対応 する上記のつば付鉄管スリーブ9を準備するための製作図の作成等の作業は繁雑 で、長時間を要し、コストが極めて高いものになるという欠点を有していた。Further, the pipe 5 has various diameters, and various materials such as iron, stainless steel, vinyl chloride, and lining (coated with synthetic resin inside and outside the pipe) are used. Since there are various gaps, that is, wall thicknesses, various types of iron pipe sleeves with inner diameters corresponding to various types of pipe outer diameters and various types of inner diameter collars corresponding to the outer diameters of the iron pipe sleeves are used. It is necessary to prepare an iron pipe sleeve 3 having an appropriate diameter, to select an iron pipe sleeve 3 having an appropriate diameter, and appropriately select a collar 2 having an inner diameter on the outer periphery thereof for welding. However, since this work cannot be carried out on-site in reality, it becomes a factory work, and the work of preparing the manufacturing drawings for preparing the above-mentioned flanged iron pipe sleeve 9 that appropriately corresponds to the pipe 5 is complicated and long. It has the drawback of being time consuming and extremely expensive.

【0007】 本願考案は叙上の従来技術の問題点ないし欠点を解消すべく開発されたもので 、極めて低コストに製造及び施工が可能で、前記配管又はつばを有しない筒状の 管スリーブの外周から確実に水洩れを防止し得る止水具を提供することを目的と する。The present invention was developed in order to solve the problems and drawbacks of the above-mentioned prior art, and can be manufactured and installed at an extremely low cost, and has a tubular pipe sleeve having no pipe or a collar. It is an object of the present invention to provide a waterproofing device that can reliably prevent water leakage from the outer circumference.

【0008】[0008]

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

上記目的を達成するために、本考案の止水具においては、コンクリート製のプ ール、池あるいは水槽の外壁あるいは底壁などの壁部24に挿通した給排水5a ,5b、オーバフロー用等の配管5c等の外周から水洩れを防止するものであり 、管20を嵌挿自在な円形の挿孔17を有する環状のつば12を設け、該つば1 2の内周に一連の環状空隙部13を形成する。そして、前記環状空隙部13と前 記つば12の外周に連通する充填剤や接着剤などの充填物21の注入用の注入孔 14と空気抜き孔15をそれぞれ前記つば12の肉厚内に設けたものである。 In order to achieve the above-mentioned object, in the water stop implement of the present invention, concrete pool, water supply / drainage 5a, 5b inserted into a wall 24 such as an outer wall or a bottom wall of a pond or an aquarium, piping for overflow, etc. In order to prevent water leakage from the outer periphery such as 5c, an annular collar 12 having a circular insertion hole 17 into which the pipe 20 can be inserted is provided, and a series of annular void portions 13 is formed on the inner periphery of the collar 12. Form. Then, an injection hole 14 and an air vent hole 15 for injecting a filler 21 such as a filler or an adhesive, which communicates with the annular space 13 and the outer periphery of the collar 12, are provided in the wall thickness of the collar 12, respectively. It is a thing.

【0009】 又、前記管20を嵌挿自在な円形の挿孔17を有するつばの挿孔17周縁を 一方に膨出形成して凹部33を設け、該凹部から前記つばの外周に至る注入溝3 4と空気抜き溝35を、それぞれ前記挿孔17の軸線方向の直交方向に形成した 接合面に設けると共に、前記注入溝と空気抜き溝を前記挿孔の軸線方向の中心線 に直交する対称中心線19に対称位置に設けたことを特徴とする。Further, a peripheral edge of the collar 17 having a circular insertion hole 17 into which the pipe 20 can be inserted is bulged to form a concave portion 33, and an injection groove extending from the concave portion to the outer periphery of the collar is formed. 34 and the air vent groove 35 are respectively provided on the joint surfaces formed in the direction orthogonal to the axial direction of the insertion hole 17, and the injection groove and the air vent groove are symmetrical center lines orthogonal to the axial center line of the insertion hole. It is characterized in that it is provided at 19 in a symmetrical position.

【0010】 そして、前記つば12を管20の軸線方向左方側の左方つば部32と軸線方向 右方側の右方つば部42とで構成し、前記左方つば部32の挿孔17周縁を一方 に膨出形成して凹部33を設け、該凹部33と前記左方つば部32の外周に至る 注入溝34と空気抜き溝35をそれぞれ左方つば部32の右方側の接合面36に 設ける。一方、前記右方つば部42の挿孔17周縁を前記左方つば部の凹部33 の膨出方向と反対方向に膨出形成して凹部43を設け、該凹部43と前記右方つ ば部42の外周に至る注入溝44と空気抜き溝45をそれぞれ右方つば部42の 左方側の接合面46に設ける。そして、左方つば部32と右方つば部42の二の 接合面36,46を接合し、左方つば部と右方つば部の二の注入溝34,44を 対応位置で接合して注入孔14を形成し、左方つば部と右方つば部の二の空気抜 き溝35,45を対応位置で接合して空気抜き孔15を形成し、左方つば部と右 方つば部の二の凹部33,43を対応位置で接合して環状空隙部13を形成した ものである。The collar 12 is composed of a left collar portion 32 on the left side in the axial direction of the pipe 20 and a right collar portion 42 on the right side in the axial direction, and the insertion hole 17 of the left collar portion 32 is formed. The peripheral edge is bulged to one side to form a concave portion 33, and the concave portion 33 and the injection groove 34 and the air vent groove 35 reaching the outer periphery of the left side flange portion 32 are respectively joined to the right side joint surface 36 of the left side flange portion 32. To be installed. On the other hand, the periphery of the insertion hole 17 of the right side flange portion 42 is formed so as to bulge in a direction opposite to the bulging direction of the recess portion 33 of the left side flange portion to form a recess portion 43, and the recess portion 43 and the right side flange portion are provided. An injection groove 44 and an air vent groove 45 extending to the outer periphery of 42 are provided on the joint surface 46 on the left side of the right flange portion 42, respectively. Then, the two joint surfaces 36, 46 of the left collar portion 32 and the right collar portion 42 are joined, and the two injection grooves 34, 44 of the left collar portion and the right collar portion are joined at corresponding positions for injection. A hole 14 is formed, and two air vent grooves 35, 45 on the left and right flanges are joined at corresponding positions to form an air vent hole 15, and two air vents on the left and right flanges are formed. The concave portions 33 and 43 are joined at corresponding positions to form the annular void portion 13.

【0011】 さらに、前記管20を嵌挿自在な挿孔17周縁を互いに反対方向に突出形成し た筒状のスリーブ11(31,41)を設け、このスリーブ11(31,41) の周面と前記挿孔17周縁間に一連の環状空隙部13を形成することができる。Further, a cylindrical sleeve 11 (31, 41) is provided, in which peripheral edges of the insertion hole 17 into which the pipe 20 can be freely inserted are projected in mutually opposite directions, and the peripheral surface of the sleeve 11 (31, 41) is provided. A series of annular voids 13 can be formed between the peripheral edge of the insertion hole 17 and.

【0012】 また、前記左方つば部32と右方つば部42の各接合面36,46を左方つば 部及び右方つば部の挿孔17の軸線方向に直交方向に形成すると共に、前記左方 つば部32と右方つば部42のそれぞれの二の注入溝34,44と二の空気抜き 溝35,45を前記挿孔17の軸線方向の中心線18に直交する対称中心線19 に対称位置に設けることが好ましい。Further, the respective joint surfaces 36, 46 of the left collar portion 32 and the right collar portion 42 are formed in a direction orthogonal to the axial direction of the insertion holes 17 of the left collar portion and the right collar portion, and The two injection grooves 34, 44 and the two air vent grooves 35, 45 of the left collar portion 32 and the right collar portion 42 are symmetrical with respect to a symmetrical center line 19 orthogonal to the axial center line 18 of the insertion hole 17. It is preferably provided in a position.

【0013】 なお、前記管20は、前記壁部に挿通した給排水、オーバフロー用等の配管2 5、又は前記配管25の外周に形成する筒状の管スリーブ29である。The pipe 20 is a pipe 25 for water supply / drainage, overflow, etc. inserted through the wall portion, or a tubular pipe sleeve 29 formed on the outer periphery of the pipe 25.

【0014】[0014]

【作用】[Action]

従って、配管が後端にジョイントを有する短かいものを用い、型枠の一方に穴 を設け、前記配管20の外径に応じた内径の挿孔17を有する止水具10の挿孔 17に前記配管20を直接嵌入し、つば12内に設けた注入孔14より接着剤や 充填剤などの充填物21を注入する。充填物21は管20の外周面と環状空隙部 13間の空隙に充填し、この空隙内の空気は空気抜き孔15より外へ排出し、止 水具10は管20の外周に固定する。そして前記型枠で位置を固定し、型枠間に コンクリートを注入すれば、コーキング作業の必要なく配管に直接つば付きスリ ーブを取付けることになる。又つばの無い鉄管スリーブの外周にこのスリーブの 外径に応じた内径の挿孔を有する止水具10の挿孔17を嵌入して前記止水具1 0の環状空隙部13に充填物21を充填して施工すれば、型枠に穴をあけずに従 来通り施工し、鉄管スリーブ内に挿通した配管と鉄管スリーブ間にコーキングを 充分行えば良く、前記止水具10の環状空隙部13に充填した充填物21及びつ ば12によって確実に止水作用を行う。 Therefore, a short pipe having a joint at the rear end is used, a hole is provided in one of the molds, and an insertion hole 17 having an inner diameter corresponding to the outer diameter of the pipe 20 is used as the insertion hole 17 of the waterproofing device 10. The pipe 20 is directly inserted, and a filling material 21 such as an adhesive or a filling material is injected through an injection hole 14 provided in the collar 12. The filling 21 is filled in the space between the outer peripheral surface of the pipe 20 and the annular space 13, the air in the space is discharged to the outside through the air vent hole 15, and the water stop 10 is fixed to the outer circumference of the pipe 20. Then, by fixing the position with the formwork and injecting concrete between the formwork, it is possible to attach the sleeve with the flange directly to the pipe without the need for caulking work. In addition, the insertion hole 17 of the water stoppage tool 10 having an inner diameter insertion hole corresponding to the outer diameter of the sleeve is fitted on the outer circumference of the iron pipe sleeve without a collar to fill the annular gap 13 of the water stoppage tool 10 with the filler 21. If the pipe is filled with water, the work can be performed as usual without making holes in the formwork, and sufficient caulking can be performed between the pipe inserted into the iron pipe sleeve and the iron pipe sleeve. The filler 21 and the collar 12 filled in 13 ensure a waterproof function.

【0015】 また、前記管20の外径に応じた内径の挿孔17を有する左方つば部32の接 合面36と右方つば部42の接合面46とを接合するように左方つば部32と右 方つば部42の挿孔17,17に管20を嵌入する。そして左方つば部32と右 方つば部42の二の注入溝34,44で形成した注入孔14に充填物21を注入 すると、この充填物21は左方つば部32と右方つば部42の二の凹部33,4 3で形成する環状空隙部13と管20の外周で形成される空隙内に流入して充填 し、左方つば部32と右方つば部42の二の空気抜き溝35,45で形成する空 気抜き孔15へと流入し、この止水具10は確実に止水作用を行なう。In addition, the left collar so as to join the joint surface 36 of the left collar portion 32 and the joint surface 46 of the right collar portion 42 having the insertion hole 17 with the inner diameter corresponding to the outer diameter of the pipe 20. The tube 20 is fitted into the insertion holes 17, 17 of the portion 32 and the right side flange portion 42. Then, when the filling material 21 is injected into the injection hole 14 formed by the two injection grooves 34 and 44 of the left collar portion 32 and the right collar portion 42, the filling material 21 is filled with the left collar portion 32 and the right collar portion 42. The second air vent groove 35 of the left flange portion 32 and the right flange portion 42 flows into and fills the annular void portion 13 formed by the two concave portions 33 and 43 and the void formed at the outer periphery of the pipe 20. , 45 to flow into the air vent hole 15, and this water stop device 10 reliably performs a water stop action.

【0016】[0016]

【実施例】【Example】

実施例について図面を参照して説明すると、図1及び図4において、止水具1 0は金属あるいはプラスチック等の材料から成り、管20を嵌挿自在の挿孔17 を有し、管20の軸線方向左方側に配設する左方つば部32と、管20の軸線方 向右方側に配設する右方つば部42とで構成される。 An embodiment will be described with reference to the drawings. In FIG. 1 and FIG. 4, the water stop 10 is made of a material such as metal or plastic, and has an insertion hole 17 into which a pipe 20 can be inserted and inserted. It is composed of a left flange portion 32 arranged on the left side in the axial direction and a right flange portion 42 arranged on the right side in the axial direction of the pipe 20.

【0017】 左方つば部32および右方つば部42は、外形は特に限定は無いが、一定の直 径を有する環状を成し、つば内周縁で管20を嵌挿自在な円形の挿孔17を形成 している。該左方つば部32の内周縁を管20の軸線方向左方に膨出形成して凹 部33を設ける。さらに前記左方つば部32の凹部33周縁を管20の軸線方向 の左方向に筒状に延設し、左方スリーブ部31を突出形成し、この左方スリーブ 部31の内周で管20を嵌挿自在な挿孔17を形成する。The left brim portion 32 and the right brim portion 42 are not particularly limited in outer shape, but are formed into an annular shape having a constant straight diameter, and are circular insertion holes into which the pipe 20 can be inserted and inserted at the inner peripheral edge of the brim. Forming 17. An inner peripheral edge of the left collar portion 32 is formed so as to bulge to the left in the axial direction of the tube 20 to form a concave portion 33. Further, the peripheral edge of the recess 33 of the left collar portion 32 is cylindrically extended to the left in the axial direction of the tube 20, and the left sleeve portion 31 is formed to project, and the pipe 20 is formed on the inner circumference of the left sleeve portion 31. The insertion hole 17 is formed so that it can be inserted.

【0018】 さらに前記管20の軸線方向に直交する接合面36を前記左方つば部32の前 記軸線方向右方側面で形成し、この接合面36に前記凹部33と前記左方つば部 32の外周に至る断面半円状の溝条を成す注入溝34と空気抜き溝35をそれぞ れ設ける。Further, a joint surface 36 orthogonal to the axial direction of the pipe 20 is formed by the right axial side surface of the left collar portion 32, and the concave portion 33 and the left collar portion 32 are formed on the joint surface 36. An injection groove 34 and an air bleed groove 35, which form a groove with a semicircular cross section, are provided to reach the outer circumference of the air groove.

【0019】 一方、右方つば部42は、前述の左方つば部32と同様の外形寸法に形成され 、ほぼ同様の構成からなり、該右方つば部42の挿孔17周縁を管20の軸線方 向左方に膨出形成して凹部43を設ける。On the other hand, the right side flange portion 42 is formed to have an outer shape similar to that of the left side flange portion 32 described above, and has a substantially similar configuration, and the peripheral edge of the insertion hole 17 of the right side flange portion 42 is connected to the pipe 20. A concave portion 43 is formed by bulging to the left in the axial direction.

【0020】 さらに、前記右方つば部42の挿孔17の周縁を管20の軸線方向の右方向に 、すなわち前記左方つば部32の凹部33の膨出方向と反対方向に筒状の右方ス リーブ部41を突出形成し、この右方スリーブ部41の内周で管20を嵌挿自在 な挿孔17を形成する。Further, the peripheral edge of the insertion hole 17 of the right side flange portion 42 is cylindrical rightward in the axial direction of the tube 20, that is, in the direction opposite to the bulging direction of the recess 33 of the left side flange portion 32. The one-sided sleeve portion 41 is formed to project, and the insertion hole 17 into which the pipe 20 can be inserted and inserted is formed on the inner circumference of the right side sleeve portion 41.

【0021】 さらに前記管20の軸線方向に直交する接合面46を前記右方つば部42の前 記軸線方向右方側面で形成し、この接合面46に前記凹部43と前記右方つば部 42の外周に至る断面半円状の溝条を成す上記注入溝34と空気抜き溝35と同 径の注入溝44と空気抜き溝45をそれぞれ設ける。Further, a joint surface 46 orthogonal to the axial direction of the pipe 20 is formed by the right side surface of the right side flange portion 42 in the axial direction, and the concave portion 43 and the right side flange portion 42 are formed in the joint surface 46. An injecting groove 44 and an air bleeding groove 45 having the same diameter as the injecting groove 34 and the air bleeding groove 35, which form a groove having a semicircular cross section, are respectively provided to the outer circumference of

【0022】 なお、前記凹部33及び凹部43は図1及び図4に示すように、管20の軸線 方向の断面で直線状に傾斜するものでもよく、あるいは湾曲形成されたものでも よい。また、左方つば部32と右方つば部42の注入溝34,44と空気抜き溝 35,45は、左方つば部32の接合面36と右方つば部42の接合面46を接 合した状態で、注入溝34と注入溝44及び空気抜き溝35と空気抜き溝45は それぞれ対応位置で接合し、断面円形の通路を形成する。As shown in FIGS. 1 and 4, the recess 33 and the recess 43 may be linearly inclined in a cross section in the axial direction of the tube 20, or may be curved. In addition, the injection grooves 34, 44 and the air vent grooves 35, 45 of the left collar portion 32 and the right collar portion 42 join the joint surface 36 of the left collar portion 32 and the joint surface 46 of the right collar portion 42. In this state, the injection groove 34 and the injection groove 44, and the air bleed groove 35 and the air bleed groove 45 are joined at corresponding positions to form a passage having a circular cross section.

【0023】 前記注入溝34,44、空気抜き溝35,45の形状は断面半円状に限定され ない。The shapes of the injection grooves 34, 44 and the air vent grooves 35, 45 are not limited to the semicircular cross section.

【0024】 したがって、止水具10は左方つば部32の接合面36と右方つば部42の接 合面46を接合して、左方つば部32と右方つば部42でつば12を構成し、左 方スリーブ部31と右方スリーブ部41とでスリーブ11を構成する。さらに左 方つば部32の注入溝34と右方つば部42の注入溝44を対応位置で接合して 接着剤や充填剤などの充填物21を注入するための注入孔14を形成し、左方つ ば部32の空気抜き溝35と右方つば部42の空気抜き溝45を対応位置で接合 して止水具10の空気抜き孔15を形成し、左方つば部32の凹部33と右方つ ば部42の凹部43を対応位置に接合して止水具10の環状空隙部13を形成す る。Therefore, the waterproofing device 10 joins the joint surface 36 of the left collar portion 32 and the joint surface 46 of the right collar portion 42, and joins the collar 12 between the left collar portion 32 and the right collar portion 42. The left side sleeve portion 31 and the right side sleeve portion 41 form the sleeve 11. Further, the injection groove 34 of the left side flange portion 32 and the injection groove 44 of the right side flange portion 42 are joined at corresponding positions to form the injection hole 14 for injecting the filling material 21 such as an adhesive or a filler. The air vent groove 35 of the collar part 32 and the air vent groove 45 of the right collar part 42 are joined at corresponding positions to form the air vent hole 15 of the water stop 10, and the recess 33 of the left collar part 32 and the right vent part are formed. The concave portion 43 of the rib portion 42 is joined to the corresponding position to form the annular void portion 13 of the water shutoff device 10.

【0025】 なお、前記つば12を構成する左方つば部32,42の外形は図4に示すよう な形状に限定されない。It should be noted that the outer shapes of the left brim portions 32 and 42 forming the brim 12 are not limited to the shapes shown in FIG.

【0026】 なお、左方つば部32と右方つば部42の注入溝34,44と空気抜き溝35 ,45を図2に示すように挿孔17の軸線方向の中心線18(図2紙面上垂直方 向の線)に直交する対称中心線19に対称位置に設け、かつ注入溝34と空気抜 き溝35の断面形状を同一に設けることにより、左方つば部32及び右方つば部 42の接合面36,46に対称に位置する同一の形状となる。したがって左方つ ば部32または右方つば部42いづれか2個をそれらの接合面で当接して左方つ ば部32または右方つば部42の注入溝34と空気抜き溝35を対応位置で接合 する。施工に際しては、必要に応じて、左方つば部32と右方つば部42の外周 を例えば2箇所クリップ止めをして、注入孔14に充填物21を注入する。As shown in FIG. 2, the injection grooves 34 and 44 and the air bleeding grooves 35 and 45 of the left flange portion 32 and the right flange portion 42 are arranged in the axial center line 18 of the insertion hole 17 (on the plane of FIG. 2). By providing the symmetric center line 19 orthogonal to the vertical direction) at symmetrical positions, and by providing the injection groove 34 and the air bleeding groove 35 with the same cross-sectional shape, the left side flange portion 32 and the right side flange portion 42 The joint surfaces 36 and 46 have the same shape and are symmetrically positioned. Therefore, two of the left collar portion 32 or the right collar portion 42 are brought into contact with each other at their joint surfaces to join the injection groove 34 and the air vent groove 35 of the left collar portion 32 or the right collar portion 42 at corresponding positions. To do. At the time of construction, if necessary, the outer peripheries of the left brim portion 32 and the right brim portion 42 are clipped at two places, for example, and the filling material 21 is injected into the injection hole 14.

【0027】 また、止水具10は図5に示すように、左方つば部32と右方つば部42がそ れぞれ前記実施例の図1における止水具10の左方スリーブ部31及び右方スリ ーブ部41を形成してないものでもよい。なお、注入溝34,44及び空気抜き 溝35,45は前記実施例の左方つば部32と右方つば部42と同様である。As shown in FIG. 5, the waterproofing device 10 has a left brim portion 32 and a right brim portion 42, respectively, and the left sleeve portion 31 of the waterproofing device 10 in FIG. Alternatively, the right sleeve portion 41 may not be formed. The injection grooves 34 and 44 and the air bleeding grooves 35 and 45 are similar to the left brim portion 32 and the right brim portion 42 of the above embodiment.

【0028】 図1の左方スリーブ部31付きのものと図5のスリーブを有しない左方つば部 32または右方つば部42の接合面36,46を接合して構成することができ、 あるいは図5の左方つば部32と図1の右方つば部42とで構成することもでき る。It can be configured by joining the joint surfaces 36 and 46 of the left sleeve portion 31 of FIG. 1 with the sleeveless left collar portion 32 or the right collar portion 42 of FIG. 5, or It can also be constituted by the left brim portion 32 of FIG. 5 and the right brim portion 42 of FIG.

【0029】 また、前記左方つば部32と右方つば部を一体に形成した構造とすることがで きる。すなわち図1において左方つば部32の接合面36と右方つば部42の接 合面46で一体構造に形成することにより、止水具10は管20を嵌挿自在な挿 孔17を有するつば12(左方つば部32と右方つば部42の部分)の挿孔17 周縁に一連の環状空隙部13を形成し、かつ前記挿孔17の周縁を互いに反対方 向に左方スリーブ部31と右方スリーブ部41を突出形成して左方スリーブ部3 1と右方スリーブ部41で止水具10のスリーブ11を構成する。そして図3に 示すように、前記環状空隙部13とつば12の外周に連通する注入孔14と空気 抜き孔15をそれぞれつば12内に設ける。Further, the left brim portion 32 and the right brim portion may be integrally formed. That is, in FIG. 1, by forming the joint surface 36 of the left collar portion 32 and the joint surface 46 of the right collar portion 42 into an integral structure, the water stop 10 has an insertion hole 17 into which the pipe 20 can be inserted. Insertion hole 17 of collar 12 (left flange portion 32 and right flange portion 42) A series of annular voids 13 are formed in the peripheral edge of the insertion hole 17, and the peripheral edges of the insertion hole 17 are opposite to each other in the left sleeve portion. 31 and the right side sleeve portion 41 are formed to project, and the left side sleeve portion 31 and the right side sleeve portion 41 constitute the sleeve 11 of the water shut-off device 10. Then, as shown in FIG. 3, an injection hole 14 and an air vent hole 15 that communicate with the outer periphery of the annular space 13 and the collar 12 are provided in the collar 12, respectively.

【0030】 なお、前記左方つば部32と右方つば部42を一体構造に形成した止水具10 において、左方スリーブ部31と右方スリーブ部41とで成るスリーブ11は管 20を嵌挿自在な挿孔17を有する厚肉の筒状に形成し、この内周にスリーブ1 1の軸線方向で略中央位置に環状空隙部13を形成し、さらにスリーブ11の外 周に軸線方向で前記環状空隙部13と同位置につば12を突出形成することがで きる。したがってスリーブ11は環状空隙部13より左方に位置する左方スリー ブ部31と右方に位置する右方スリーブ部41で形成される。他は前記実施例と 同様である。In the water shut-off device 10 in which the left collar portion 32 and the right collar portion 42 are integrally formed, the sleeve 11 including the left sleeve portion 31 and the right sleeve portion 41 fits the pipe 20. It is formed into a thick-walled cylindrical shape having a freely insertable insertion hole 17, an annular cavity 13 is formed in the inner periphery of the sleeve 11 at a substantially central position in the axial direction of the sleeve 11, and further in the outer periphery of the sleeve 11 in the axial direction. The collar 12 may be formed so as to project at the same position as the annular space 13. Therefore, the sleeve 11 is formed of the left sleeve portion 31 located to the left of the annular space 13 and the right sleeve portion 41 located to the right. Others are the same as the above-mentioned embodiment.

【0031】 さらに、図5に示す止水具10は、図1に示す止水具10の左方つば部32の 注入溝44の一体構造と同様に、左方スリーブ部31及び右方スリーブ部41を 形成しない左方つば部32と右方つば部42とを一体構造に形成することができ る。Further, the water shut-off device 10 shown in FIG. 5 has the same structure as the integral structure of the injection groove 44 of the left collar portion 32 of the water shut-off device 10 shown in FIG. The left brim portion 32 and the right brim portion 42, which do not form 41, can be integrally formed.

【0032】 以上のように構成された止水具10の挿孔17内に、図1に示すように管20 を圧入などして挿通し、注入孔14に充填物21を注入すると、図2に示すよう に、充填物21は管20の外周面と環状空隙部13とで形成される空隙内に充填 され、空隙内の空気は充填物21により押し出され空気抜き孔15よりつば12 の外周の外へ排出される。When the pipe 20 is inserted into the insertion hole 17 of the water shut-off device 10 configured as described above by press fitting as shown in FIG. 1 and the filling material 21 is injected into the injection hole 14, As shown in FIG. 2, the filling material 21 is filled in the space formed by the outer peripheral surface of the pipe 20 and the annular space 13, and the air in the space is pushed out by the filling material 21 and the outer periphery of the collar 12 from the air vent hole 15. It is discharged to the outside.

【0033】 なお、図2において、環状空隙部13はつば12の内周に無端環状に形成して いるが、注入孔14及び空気抜き孔15のポーチ16,16間の距離を小さくす る場合は、無端環状でなくともよい。すなわち注入孔14から注入された充填物 21は環状空隙部13の一端に連通する注入孔14のポート16を通過し、環状 空隙部13内を図2紙面上右回り方向へ流入し、環状空隙部13の他端に連通す る空気抜き孔15のポート16を経て空気抜き孔15へ流入する。このとき止水 具10の挿孔17と管20の外周間が密接な嵌合状態にあれば注入孔14のポー ト16と空気抜き孔15のポート16間の距離が微少であるのでポート16,1 6間のつば12の内周と管20の外周間から水洩れはしない。In FIG. 2, the annular cavity 13 is formed in an endless annular shape on the inner circumference of the collar 12. However, when the distance between the pouches 16 of the injection hole 14 and the air vent hole 15 is reduced, , It does not have to be an endless ring. That is, the filler 21 injected from the injection hole 14 passes through the port 16 of the injection hole 14 that communicates with one end of the annular cavity 13, flows in the annular cavity 13 in the clockwise direction on the plane of FIG. The air flows into the air vent hole 15 through a port 16 of the air vent hole 15 communicating with the other end of the portion 13. At this time, if the insertion hole 17 of the water shut-off device 10 and the outer periphery of the pipe 20 are in a closely fitted state, the distance between the port 16 of the injection hole 14 and the port 16 of the air vent hole 15 is very small, so the port 16, Water leakage does not occur between the inner circumference of the brim 12 and the outer circumference of the pipe 20.

【0034】 逆に止水具10の挿孔17と管20の外周間に若干の間隙があったとしても、 前記ポート16,16間の距離が微少であるので、充填物21はポート16,1 6間のつば12の内周と管20の外周間の間隙に流入し、この間隙を防ぐことに なり水洩れはしない。On the contrary, even if there is a slight gap between the insertion hole 17 of the water shut-off device 10 and the outer circumference of the pipe 20, since the distance between the ports 16 and 16 is very small, the filling material 21 is It flows into the gap between the inner circumference of the collar 12 and the outer circumference of the pipe 20 between 16 and prevents this gap, preventing water leakage.

【0035】 また、管20が塩化ビニールなどのプラスチックで成る場合は止水具10を管 20と同質のプラスチック製で形成し、充填物21として前記プラスチック用の 接着剤を用いると、管20と止水具10が接着されて一体構造となるので水洩れ 防止上、一層効果的である。When the pipe 20 is made of plastic such as vinyl chloride, the water stopper 10 is made of the same plastic material as the pipe 20, and if the adhesive 21 for the plastic is used as the filling 21, Since the water stop 10 is adhered to form an integral structure, it is more effective in preventing water leakage.

【0036】 また、管20が鉄などの金属製で止水具10が金属製あるいはプラスチック製 である場合は、充填物21として充填剤を用いる。Further, when the pipe 20 is made of metal such as iron and the water stop device 10 is made of metal or plastic, a filler is used as the filling material 21.

【0037】 なお、図6に示すように管20が前述つばの無い鉄などの金属製の管スリーブ 29である場合はこの管20内に、給排水等の各種配管25が挿入され、配管2 5の外周と管20間に前述した従来手段と同様のコーキングが施される。一方、 図1に示すように、管20が直接給排水等の配管25を成す場合は、型枠26及 び又は27に穴28を設けて、この穴28より管20の両端を突出させ、一方及 び又は両方の型枠26および又は27で管20を固定し、コンクリート23を注 入する。この場合管20は型枠26(27)の取り外しに際して、作業が繁雑に ならない程度に短かいものとなるが、両端又は一端にジョイント部を設けたもの であれば最終的な配管作業には支障を来たさない。As shown in FIG. 6, when the pipe 20 is a pipe sleeve 29 made of a metal such as iron without a brim as described above, various pipes 25 such as water supply and drainage are inserted into the pipe 20 and the pipe 25 The same caulking as the above-mentioned conventional means is applied between the outer circumference of the pipe and the tube 20. On the other hand, as shown in FIG. 1, when the pipe 20 forms a pipe 25 for direct water supply and drainage, a hole 28 is provided in the form 26 and / or 27, and both ends of the pipe 20 are projected from the hole 28. The pipe 20 is fixed with one and / or both forms 26 and or 27 and concrete 23 is poured. In this case, the pipe 20 becomes short so that the work does not become complicated when removing the formwork 26 (27), but if the joints are provided at both ends or one end, the final piping work is hindered. Don't come

【0038】 なお、スリーブ11を有する止水具10の場合、図1に示すように、止水具1 0のスリーブ11の一方および又は両方の端(左方スリーブ部31および又は右 方スリーブ部41)の外周と管20の外周に共にバンド22を周回して締め付け 、止水具10を管20に締着し、次いで止水具10の注入孔14に充填物21を 注入することもできる。ただし、止水具10がプラスチック製であり、スリーブ 11(左方スリーブ部31および又は右方スリーブ部41)の肉厚が薄いために 、スリーブ11が前記バンド22の締付け力により容易に変形して管20の外周 に押圧されるものであれば、スリーブ11の周囲にバンド22を巻回して締付け ればよいが、止水具10が鉄などの金属製であるためにバンド22の締付け力で スリーブ11が容易に管20に押圧されないのであれば前述したようにバンド2 2をスリーブ11と管20の外周に共に巻回して締付ける。In the case of the water stoppage tool 10 having the sleeve 11, as shown in FIG. 1, one and / or both ends of the sleeve 11 of the water stoppage tool 10 (the left sleeve portion 31 and / or the right sleeve portion). It is also possible to circulate and tighten the band 22 around the outer circumference of 41) and the outer circumference of the pipe 20 to fasten the water stop 10 to the pipe 20, and then inject the filling material 21 into the injection hole 14 of the water stop 10. .. However, since the water stop 10 is made of plastic and the thickness of the sleeve 11 (the left sleeve portion 31 and / or the right sleeve portion 41) is thin, the sleeve 11 is easily deformed by the tightening force of the band 22. The band 22 may be wound around the sleeve 11 and tightened as long as it is pressed against the outer circumference of the pipe 20, but since the water stop 10 is made of metal such as iron, the tightening force of the band 22 is increased. If the sleeve 11 is not easily pressed by the tube 20, the band 22 is wound around the sleeve 11 and the outer circumference of the tube 20 and tightened as described above.

【0039】 コーキングその他施工法等は前述した従来手段と同様に行うが、各種内径の挿 孔17及び各種外径のつば12を有する止水具10を準備し、各種止水具10の 中から配管20の外径あるいは壁厚に応じて適宜選択し、現場作業で止水具10 の挿孔17に管20(25)の外周を嵌入し、管20(25)の外周面と環状空 隙部13間の空隙に充填物21を注入孔14より注入充填し、型枠で固定すれば 良い。又鉄管スリーブを用いる場合にも、各種内径の適宜長さの鉄管を用意し、 型枠26及び27間の距離、すなわち壁厚および管20(25)の外径に応じて 所定の止水具10を選択し、現場で鉄管の外周に止水具を嵌入し、充填物21を 充填する。Although caulking and other construction methods are carried out in the same manner as the above-mentioned conventional means, the water blocking tool 10 having the insertion holes 17 with various inner diameters and the brim 12 with various outer diameters is prepared. The pipe 20 is appropriately selected according to the outer diameter or wall thickness of the pipe 20, and the outer periphery of the pipe 20 (25) is fitted into the insertion hole 17 of the water stoppage tool 10 in the field work, so that the outer peripheral surface of the pipe 20 (25) and the annular space. The filling material 21 may be injected and filled into the space between the portions 13 through the injection hole 14 and fixed by a mold. Also, when an iron pipe sleeve is used, iron pipes of various lengths with various inner diameters are prepared, and a predetermined water-stopper is provided according to the distance between the molds 26 and 27, that is, the wall thickness and the outer diameter of the pipe 20 (25). 10 is selected, a water stop is inserted into the outer circumference of the iron pipe on site, and the filling material 21 is filled.

【0040】 配管20がライニング管の場合にも止水具10の取付けに際し、溶接のように 何ら加熱処理を行うことなく装着できるので、配管を損傷することもなく、前述 したように管20と同質の材料の止水具10を用いて充填物21として接着剤を 用いるなら、より一層効果的な水洩れ防止に寄与する。Even when the pipe 20 is a lining pipe, it can be attached without any heat treatment such as welding when attaching the water stop 10, so that the pipe 20 is not damaged as described above. If an adhesive is used as the filling material 21 using the water shut-off device 10 made of the same material, it contributes to more effective water leakage prevention.

【0041】[0041]

【効果】【effect】

本考案は以上説明したように構成されているので、以下に記載されるような効 果を奏する。 Since the present invention is configured as described above, it has the following effects.

【0042】 (1)管を嵌挿自在な円形の挿孔を有するつばを設け、前記挿孔周縁に一連の環 状空隙部を形成し、該環状空隙部と前記つばの外周に連通する充填剤や接着剤な どの充填物の注入用の注入孔と空気抜き孔をそれぞれ前記つば内に設けたので、 極めて低コストで製造し得ると共に、施工も簡単であり、スリーブとして鉄管の みでなく、塩化ビニール等の耐蝕性が良く、加工性に富むプラスチックス材料を 用いることもでき、施工上のコストも大幅に低減することが可能である。(1) A collar having a circular insertion hole into which a pipe can be freely inserted is provided, a series of annular voids is formed at the periphery of the insertion hole, and the annular void and the outer periphery of the collar are filled. Since the injection hole and the air vent hole for injecting the filling agent such as an adhesive or an adhesive agent are provided in the collar respectively, the manufacturing cost is extremely low, the construction is simple, and the sleeve is not limited to the iron pipe. It is also possible to use plastics materials such as vinyl chloride that have good corrosion resistance and are highly workable, and it is possible to significantly reduce construction costs.

【0043】 (2)前記管を嵌挿自在な挿孔周縁を互いに反対方向に突出形成した筒状のスリ ーブを設け、このスリーブの周面と前記挿孔周縁間に一連の環状空隙部を形成し たので、挿孔と管の外周が当接する面積が大きくなるために管との装着状態が良 好で、施工を容易とする止水具を提供することができた。(2) A tubular sleeve is provided in which the peripheral edges of the insertion hole into which the pipe is freely inserted are formed so as to project in mutually opposite directions, and a series of annular gaps are provided between the peripheral surface of the sleeve and the peripheral edge of the insertion hole. Since the area is formed, the contact area between the insertion hole and the outer circumference of the pipe is large, so that the fitting state with the pipe is good, and it is possible to provide a waterproofing device that facilitates construction.

【0044】 (3)管を嵌挿自在な円形の挿孔を有するつばを設け、該つばを管の軸線方向左 方側の左方つば部と軸線方向右方側の右方つば部とで構成し、前記左方つば部の 挿孔周縁を一方に膨出形成して凹部を設け、該凹部と前記左方つば部の外周に至 る注入溝と空気抜き溝をそれぞれ左方つば部の右方側の接合面に設け、一方、前 記右方つば部の挿孔周縁を前記左方つば部の凹部の膨出方向と反対方向に膨出形 成して凹部を設け、該凹部と前記右方つば部の外周に至る注入溝と空気抜き溝を それぞれ右方つば部の左方側の接合面に設け、左方つば部と右方つば部の二の接 合面を接合し、左方つば部と右方つば部の二の注入溝を対応位置で接合して注入 孔を形成し、左方つば部と右方つば部の二の空気抜き溝を対応位置で接合して空 気抜き孔を形成し、左方つば部と右方つば部の二の凹部を対応位置で接合して環 状空隙部を形成したので、止水具を構成する各部材の構造が簡単になるために加 工性が良く、安価である。(3) A collar having a circular insertion hole into which the tube can be inserted is provided, and the collar is composed of a left collar portion on the left side in the axial direction of the tube and a right collar portion on the right side in the axial direction. The recessed portion is formed by bulging the insertion hole peripheral edge of the left side flange portion to one side, and the recessed portion and the injection groove and the air vent groove leading to the outer periphery of the left side flange portion are respectively formed on the right side of the left side flange portion. On the other hand, on the joint surface on the one side, on the other hand, the peripheral edge of the insertion hole of the right side flange is formed so as to bulge in a direction opposite to the bulging direction of the recess of the left side flange, thereby forming a recess, and An injection groove and an air vent groove extending to the outer circumference of the right collar are provided on the left side joint surface of the right collar, respectively, and the two joint surfaces of the left collar part and the right collar part are joined to form the left side joint. The two injection grooves on the collar and right flange are joined at corresponding positions to form an injection hole, and the two air vents on the left and right flanges are joined at corresponding positions to leave an empty space. Since the vent hole is formed and the two recesses on the left and right flanges are joined at the corresponding positions to form the annular void, the structure of each member that constitutes the waterproofing device is simplified. Therefore, it has good workability and is inexpensive.

【0045】 (4)前記管を嵌挿自在な挿孔周縁を互いに反対方向に突出形成した筒状のスリ ーブを管の軸線方向左方側の左方スリーブ部と軸線方向右方側の右方スリーブ部 とで構成し、前記左方スリーブ部を前記左方つば部の挿孔周縁に設けた凹部の左 方側に設け、一方、前記右方スリーブ部を前記右方つば部の挿孔周縁に設けた凹 部の右方側に設けたので、前記(2)項と同様の理由により、管との装着状態が 良好な施工容易な、しかも前記(3)項と同様の理由により、加工性が良好で安 価な止水具を提供できた。(4) A tubular sleeve, in which the peripheral edges of insertion holes into which the pipe can be freely inserted and projected in mutually opposite directions, is provided in the left sleeve portion on the left side in the axial direction of the pipe and on the right side in the axial direction. A right side sleeve part, the left side sleeve part is provided on the left side of a recess provided in the peripheral edge of the insertion hole of the left side flange part, while the right side sleeve part is inserted into the right side flange part. Since it is provided on the right side of the recessed portion provided on the periphery of the hole, it is easily attached to the pipe because of the same reason as (2) above, and because of the same reason as (3) above. However, it was possible to provide an inexpensive waterproofing device with good workability.

【0046】 (5)管を嵌挿自在な円形の挿孔を有するつばの挿孔周縁を一方に膨出形成して 凹部を設け、該凹部から前記つばの外周に至る注入溝と空気抜き溝を、それぞれ 前記挿孔の軸線方向の直交方向に形成した接合面に設けると共に、前記注入溝と 空気抜き溝を前記挿孔の軸線方向の中心線に直交する対称中心線に対称位置に設 けたので、2個の同一形状の部材で止水具を構成することができるために、安価 に製造できると共に、販売、保管、運搬時の効率も良い止水具を提供することが できた。(5) A recess is formed by bulging one side of the insertion hole periphery of a collar having a circular insertion hole into which a pipe can be inserted, and an injection groove and an air vent groove extending from the recess to the outer periphery of the collar are formed. Since each of them is provided on a joint surface formed in a direction orthogonal to the axial direction of the insertion hole, and the injection groove and the air vent groove are provided at symmetrical positions on a symmetric center line orthogonal to the axial center line of the insertion hole, Since the waterproofing device can be configured with two members having the same shape, it was possible to provide the waterproofing device which can be manufactured at low cost and which has good efficiency in sales, storage and transportation.

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

【図1】本考案の実施例の施工状態の断面図である。FIG. 1 is a cross-sectional view of a working state of an embodiment of the present invention.

【図2】図1のII−II線断面図である。FIG. 2 is a sectional view taken along line II-II of FIG.

【図3】図1の平面図である。FIG. 3 is a plan view of FIG.

【図4】図1の分解斜視図である。4 is an exploded perspective view of FIG. 1. FIG.

【図5】本考案の実施例で、図1とは異なる実施例の施
工状態の断面図である。
FIG. 5 is a cross-sectional view of a working state of an embodiment different from FIG. 1 in the embodiment of the present invention.

【図6】本考案の実施例で、図1及び図5とは異なる実
施例の施工状態の断面図である。
FIG. 6 is a cross-sectional view of an embodiment of the present invention, which is different from the embodiment shown in FIGS.

【図7】池、プール等の一般的な各種配管を示す概略図
である。
FIG. 7 is a schematic view showing various common pipes such as a pond and a pool.

【図8】従来技術を示し、つばの無い鉄管スリーブを用
いた場合の施工状態を示す断面図である。
FIG. 8 is a cross-sectional view showing a conventional technique and showing a construction state when an iron pipe sleeve without a collar is used.

【図9】従来技術を示し、つば付き鉄管スリーブを用い
た場合の施工状態を示す断面図である。
FIG. 9 is a cross-sectional view showing a conventional technique and showing a construction state when an iron pipe sleeve with a collar is used.

【図10】従来技術を示す斜視図である。FIG. 10 is a perspective view showing a conventional technique.

【符号の説明】[Explanation of symbols]

1,1 型枠 2 つば 3 鉄管スリーブ 4 コンクリート 5 配管 6 麻糸 7 鉛糸 8 樹脂 9 つば付鉄管スリーブ 10 止水具 11 スリーブ 12 つば 13 環状空隙部 14 注入孔 15 空気抜き孔 16 ポート 17 挿孔 18 中心線 19 対称中心線 20 管 21 充填物 22 バンド 23 コンクリート 24 壁部 25 配管 26,27 型枠 28 穴 29 管スリーブ 31 左方スリーブ部 32 左方つば部 33 凹部 34 注入溝 35 空気抜き溝 36 接合面 41 右方スリーブ部 42 右方つば部 43 凹部 44 注入溝 45 空気抜き溝 46 接合面 1,1 Formwork 2 Collar 3 Iron pipe sleeve 4 Concrete 5 Piping 6 Hemp thread 7 Lead thread 8 Resin 9 Iron pipe sleeve with collar 10 Water stopper 11 Sleeve 12 Collar 13 Annular void 14 Injection hole 15 Air vent 16 Port 17 Insertion hole 18 Center line 19 Symmetric center line 20 Pipe 21 Filling 22 Band 23 Concrete 24 Wall 25 Pipes 26, 27 Form 28 Hole 29 Pipe sleeve 31 Left sleeve 32 Left flange 33 Recessed groove 34 Injection groove 35 Air vent groove 36 Joining Surface 41 Right side sleeve part 42 Right side collar part 43 Recessed part 44 Injection groove 45 Air bleeding groove 46 Joining surface

Claims (7)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 コンクリート製のプール、池あるいは水
槽の外壁あるいは底壁などの壁部に挿通した給排水、オ
ーバフロー用等の配管の外周から水洩れを防止する止水
具において、管を嵌挿自在な円形の挿孔を有する環状の
つばと、このつばの前記挿孔周縁に形成した一連の環状
空隙部とからなり、前記つば内に前記環状空隙部と前記
つばの外周に連通する充填剤又は接着剤などの充填物の
注入用の注入孔と空気抜き孔をそれぞれ形成したことを
特徴とする止水具。
1. A water stop fitting for preventing water leakage from the outer circumference of a pipe for water supply / drainage, overflow, etc., which is inserted through a wall portion such as an outer wall or a bottom wall of a concrete pool, pond or water tank, and the pipe can be freely inserted and inserted. A ring-shaped collar having a circular insertion hole, and a series of annular voids formed at the periphery of the insertion hole of the collar, a filler that communicates with the annular cavity and the outer periphery of the collar in the collar or A waterproofing device, characterized in that an injection hole for injecting a filling material such as an adhesive and an air vent hole are formed respectively.
【請求項2】 コンクリート製のプール、池あるいは水
槽の外壁あるいは底壁などの壁部に挿通した給排水、オ
ーバフロー用等の配管の外周から水洩れを防止する止水
具において、環状のつばの内周縁を一方に膨出形成して
凹部を形成し、この凹部で、管を嵌挿自在な円形の挿孔
を形成し、前記凹部から前記つばの外周に至る注入溝と
空気抜き溝を、それぞれ前記挿孔の軸線方向の直交方向
に形成した接合面に設けると共に、前記注入溝と空気抜
き溝を前記挿孔の軸線方向の中心線に直交する対称中心
線に対称位置に設けたことを特徴とする止水具。
2. A waterproofing device for preventing water leakage from the outer circumference of a pipe for water supply / drainage, overflow, etc., which is inserted into a wall portion such as an outer wall or a bottom wall of a concrete pool, pond or water tank, and an inner ring of the collar. The peripheral edge is bulged to one side to form a concave portion, and in this concave portion, a circular insertion hole into which a pipe can be inserted is formed, and an injection groove and an air vent groove extending from the concave portion to the outer periphery of the collar are respectively formed as described above. It is characterized in that it is provided on a joint surface formed in a direction orthogonal to the axial direction of the insertion hole, and the injection groove and the air vent groove are provided at symmetrical positions with respect to a symmetry center line orthogonal to the axial center line of the insertion hole. Water stop.
【請求項3】 請求項2記載の二のつばを、両つばの二
の接合面を両つばの注入溝及び空気抜き溝をそれぞれ対
応位置で接合して注入孔及び空気抜き孔を形成し、対応
位置で接合される二の凹部で環状空隙部を形成したこと
を特徴とする止水具。
3. The two flanges according to claim 2, wherein the two joint surfaces of the two flanges are joined to the injection groove and the air bleed groove of the two flanges at corresponding positions to form an injection hole and an air bleed hole, respectively. A waterproofing device, characterized in that an annular void is formed by two concave portions joined together.
【請求項4】 コンクリート製のプール、池あるいは水
槽の外壁あるいは底壁などの壁部に挿通した給排水、オ
ーバフロー用等の配管の外周から水洩れを防止する止水
具において、環状のつばを管の軸線方向左方側の左方つ
ば部と軸線方向右方側の右方つば部とで構成し、前記左
方つば部と右方つば部の内周縁を互いに反対方向に膨出
形成して凹部を設け、この凹部内周で管を嵌挿自在な円
形の挿孔を形成すると共に、該凹部と前記左方つば部と
前記右方つば部の外周に至る注入溝と空気抜き溝をそれ
ぞれ左方つば部と右方つば部の接合面に形成し、前記左
方つば部と右方つば部の二の接合面を接合し、左方つば
部と右方つば部の二の注入溝を対応位置で接合して注入
孔を形成し、左方つば部と右方つば部の二の空気抜き溝
を対応位置で接合して空気抜き孔を形成し、左方つば部
と右方つば部の二の凹部を対応位置で接合して環状空隙
部を形成したことを特徴とする止水具。
4. A water blocking tool for preventing water leakage from the outer periphery of a pipe for water supply / drainage, overflow, etc., which is inserted through a wall portion such as an outer wall or a bottom wall of a concrete pool, pond or water tank, and a pipe having an annular brim. Of the left side flange portion on the left side in the axial direction and the right side collar portion on the right side in the axial direction, and the inner peripheral edges of the left side collar portion and the right side collar portion are formed to bulge in mutually opposite directions. A concave portion is provided, and a circular insertion hole into which a pipe can be inserted is formed on the inner circumference of the concave portion, and an injection groove and an air bleeding groove reaching the outer periphery of the concave portion, the left collar portion and the right collar portion are respectively left. Formed on the joint surface of the right and left collars, join the two joints of the left and right collars, and correspond to the two injection grooves of the left and right collars. Join at a position to form an injection hole, and join the two air vent grooves on the left and right flanges at the corresponding positions. An air vent hole is formed by forming an air vent hole, and two recesses of a left collar portion and a right collar portion are joined at corresponding positions to form an annular void portion.
【請求項5】 前記管を嵌挿自在な挿孔周縁を互いに反
対方向に突出形成した筒状のスリーブを設け、このスリ
ーブの周面と前記挿孔周縁間に一連の環状空隙部を形成
した請求項1,2又は4記載の止水具。
5. A tubular sleeve is provided, in which the peripheral edges of the insertion hole into which the pipe is freely inserted are formed so as to project in mutually opposite directions, and a series of annular gaps are formed between the peripheral surface of the sleeve and the peripheral edge of the insertion hole. The water stop implement according to claim 1, 2, or 4.
【請求項6】 前記左方つば部と右方つば部の各接合面
を左方つば部及び右方つば部の挿孔の軸線方向に直交方
向に形成すると共に、前記左方つば部と右方つば部のそ
れぞれの注入溝と空気抜き溝を前記挿孔の軸線方向の中
心線に直交する対称中心線に対称位置に設けた請求項4
記載の止水具。
6. The joint surfaces of the left and right flanges are formed in a direction orthogonal to the axial direction of the insertion holes of the left and right flanges, and the left and right flanges are formed. 5. The injection groove and the air bleeding groove of each of the side flanges are provided at symmetrical positions with respect to a symmetry center line orthogonal to the axial center line of the insertion hole.
Water stop described.
【請求項7】 前記管が前記壁部に挿通した給排水、オ
ーバフロー用等の配管又は該配管の外周に形成する筒状
の管スリーブである請求項1,2又は4記載の止水具。
7. The water shut-off device according to claim 1, wherein the pipe is a pipe for water supply / drainage, overflow, etc. inserted through the wall portion or a tubular pipe sleeve formed on the outer periphery of the pipe.
JP1992004682U 1992-02-07 1992-02-07 Water stop Expired - Fee Related JPH087191Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1992004682U JPH087191Y2 (en) 1992-02-07 1992-02-07 Water stop

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1992004682U JPH087191Y2 (en) 1992-02-07 1992-02-07 Water stop

Publications (2)

Publication Number Publication Date
JPH0564591U true JPH0564591U (en) 1993-08-27
JPH087191Y2 JPH087191Y2 (en) 1996-03-04

Family

ID=11590667

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1992004682U Expired - Fee Related JPH087191Y2 (en) 1992-02-07 1992-02-07 Water stop

Country Status (1)

Country Link
JP (1) JPH087191Y2 (en)

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* Cited by examiner, † Cited by third party
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JP2008308936A (en) * 2007-06-18 2008-12-25 Mirai Ind Co Ltd Wall penetration sleeve
JP2012154167A (en) * 2012-03-29 2012-08-16 Mirai Ind Co Ltd Wall penetration sleeve

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Publication number Priority date Publication date Assignee Title
CN108825883B (en) * 2018-08-01 2024-06-25 水利部交通运输部国家能源局南京水利科学研究院 High waterproof performance wall bushing of easy construction

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61191586U (en) * 1985-05-21 1986-11-28
JPH02124390U (en) * 1989-03-24 1990-10-12

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61191586U (en) * 1985-05-21 1986-11-28
JPH02124390U (en) * 1989-03-24 1990-10-12

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008308936A (en) * 2007-06-18 2008-12-25 Mirai Ind Co Ltd Wall penetration sleeve
JP2012154167A (en) * 2012-03-29 2012-08-16 Mirai Ind Co Ltd Wall penetration sleeve

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