JPH04178105A - Water-stop structure for wiring conduit in building - Google Patents
Water-stop structure for wiring conduit in buildingInfo
- Publication number
- JPH04178105A JPH04178105A JP2303246A JP30324690A JPH04178105A JP H04178105 A JPH04178105 A JP H04178105A JP 2303246 A JP2303246 A JP 2303246A JP 30324690 A JP30324690 A JP 30324690A JP H04178105 A JPH04178105 A JP H04178105A
- Authority
- JP
- Japan
- Prior art keywords
- cable
- pipe
- water stop
- conduit
- stop material
- 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
Links
- 239000000463 material Substances 0.000 claims abstract description 33
- 230000002093 peripheral effect Effects 0.000 claims abstract description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 32
- 229910000831 Steel Inorganic materials 0.000 abstract description 3
- 229920000642 polymer Polymers 0.000 abstract description 3
- 239000010959 steel Substances 0.000 abstract description 3
- 125000000391 vinyl group Chemical group [H]C([*])=C([H])[H] 0.000 abstract description 3
- 229920002554 vinyl polymer Polymers 0.000 abstract description 3
- 229920002635 polyurethane Polymers 0.000 abstract 1
- 239000004814 polyurethane Substances 0.000 abstract 1
- 238000005553 drilling Methods 0.000 description 4
- JOYRKODLDBILNP-UHFFFAOYSA-N Ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 description 1
- 229920005830 Polyurethane Foam Polymers 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011496 polyurethane foam Substances 0.000 description 1
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L55/00—Devices or appurtenances for use in, or in connection with, pipes or pipe systems
- F16L55/10—Means for stopping flow from or in pipes or hoses
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Pipe Accessories (AREA)
- Laying Of Electric Cables Or Lines Outside (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は、通信ケーブル等の線材が施設されたビルの
マンホール内のダクト口等を止水するビル架線用管路止
水構造に関するものである。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a water-stopping structure for pipes for overhead lines in buildings that shuts off water at duct openings in manholes of buildings in which wires such as communication cables are installed. be.
ビルのような多数の電話加入者が存在する建築物にひか
れる電話線は、その本数が多く、通常、ビルのマンホー
ル内のダクト(管路)口に電話加入老令ての電話線が1
個所に集められている。このような管路内に対する水の
浸入を防止するため、第7図に示すようなことが行われ
ている。すなわち、上記管路3の管路口2の近傍を塞ぐ
目的で、管路口2近傍の管路3内および管路口2に、ス
ポンジ等を用いダム4を形成する。そして、第8図に示
すように、上記両ダム4間の密閉空間に二液型の発泡ウ
レタンポリマーのような止水材形成材料を充填し硬化さ
せ止水材5化させて管路口2を閉塞することが行われて
いる。ところで、このようにして管路3の止水がなされ
ている場合において、新しく電話等の加入者が増えケー
ブル1の本数を増やす必要が生じたときには、管路3内
の止水材5に、ポンチ等で適宜に穴を開け、この穴に鋸
を通してその穴を大径にし、そこにケーブルを通すこと
が行われている。また、ケーブル1の交換は、そのケー
ブルlの周囲を上記と同様にしてリング状に穴あけしケ
ーブルlを引き抜き、新たなケーブルを挿通するという
ことが行われている。There are a large number of telephone lines connected to buildings where there are many telephone subscribers, and one old telephone line is usually installed at the mouth of a duct inside a building's manhole.
are collected in one place. In order to prevent water from entering into the pipes, measures as shown in FIG. 7 are taken. That is, for the purpose of blocking the vicinity of the conduit port 2 of the conduit 3, a dam 4 is formed using a sponge or the like inside the conduit 3 near the conduit port 2 and at the conduit port 2. Then, as shown in FIG. 8, the sealed space between the two dams 4 is filled with a water stop material forming material such as a two-component foamed urethane polymer and hardened to form a water stop material 5, and the pipe opening 2 is closed. Occlusion is being done. By the way, when the water in the conduit 3 has been shut off in this way, when the number of new telephone subscribers etc. increases and it becomes necessary to increase the number of cables 1, the water stop material 5 in the conduit 3 is A suitable hole is made with a punch or the like, a saw is passed through the hole to make the hole larger in diameter, and a cable is passed through the hole. Furthermore, the cable 1 is replaced by drilling a ring-shaped hole around the cable l in the same manner as described above, pulling out the cable l, and inserting a new cable.
しかしながら、上記方法は、上記穴あけ鋸ひき作業中等
に、すでに挿通されているケーブル1を傷つけたり、ま
た上記作業が狭い場所で行われるため、上記穴あけ鋸ひ
き作業に注意を要することと相まって作業にかなりの時
間を要するという問題を有している。However, the above method does not damage the cable 1 that has already been inserted during the drilling and sawing work, and since the above work is performed in a narrow space, it is difficult to perform the drilling and sawing work. The problem is that it takes a considerable amount of time.
この発明は、このような事情に鑑みなされたもので、線
材を傷つけることなく容易に止水材に穴あけ等すること
ができるビル架線用管路止水構造の提供をその目的とす
る。The present invention was made in view of the above circumstances, and an object of the present invention is to provide a pipe water stop structure for building overhead wires, which allows holes to be easily made in the water stop material without damaging the wires.
〔課題を解決するための手段]
上記の目的を達成するため、この発明のビル架線用管路
止水構造は、管路内に挿通された複数の線材の外周に、
それぞれ硬質筒状体が外嵌され、上記線材の外周面と硬
質筒状体内周面との空間が止水材で埋められ、さらに上
記管路内周面と上記硬質筒状体外周面との空間が止水材
で埋められているという構成をとる。[Means for Solving the Problems] In order to achieve the above object, the pipe water stop structure for building overhead wires of the present invention includes a water-stopping structure for building overhead wires, which has a
A hard cylindrical body is fitted onto the outside of each of the wire rods, the space between the outer circumferential surface of the wire rod and the inner circumferential surface of the hard cylindrical body is filled with a water-stopping material, and the space between the inner circumferential surface of the pipe and the outer circumferential surface of the hard cylindrical body is filled with a waterproof material. The structure is such that the space is filled with waterproof material.
〔作用〕
すなわち、この発明のビル架線用管路止水構造は、ケー
ブル等の線材を硬質の筒状体に挿通し、その状態で、上
記管路内を止水材で埋め閉塞している。したがって、線
材の増設時等において、止水材に新たに穴等を開ける際
に、線材が筒状体で保護されているため、線材を傷つけ
ることがない。また、線材を交換するときには、線材を
硬質筒状体ごと抜き取り交換することが可能となるため
、簡単かつ短時間に線材の交換が可能となる。[Function] That is, in the water-stopping structure for a building overhead line pipeline of the present invention, a wire such as a cable is inserted into a hard cylindrical body, and in this state, the inside of the pipeline is filled and blocked with a water-stopping material. . Therefore, when adding new wire rods, etc., when making new holes or the like in the water stop material, the wire rods are protected by the cylindrical body, so the wire rods are not damaged. Moreover, when replacing the wire, the wire can be extracted and replaced together with the hard cylindrical body, so the wire can be replaced easily and in a short time.
つぎに、この発明を実施例にもとづいて詳しく説明する
。Next, the present invention will be explained in detail based on examples.
第1図は、この発明の一実施例を示している。 FIG. 1 shows an embodiment of the invention.
3は管路で、この管路3内に複数のケーブル1が設置さ
れている。上記複数のケーブル1の外周には、それぞれ
硬質ビニル製または鋼製のバイブロが外嵌され、バイブ
ロ両端部におけるケーブル1の外周には軟質スポンジ等
からなるダム8が形成されている。そして、各ケーブル
1外周面とバイブロ内周面および上記2個所のダム8か
らなる閉塞空間には、二液型発泡ポリウレタンポリマー
からなる止水材7が埋められている。また、管路3内周
面と上記バイブロ外周面との空間は、上記と同様の止水
材5で埋められている。図において、4は止水材層き止
め用として形成されるダムである。3 is a conduit, and a plurality of cables 1 are installed within this conduit 3. A hard vinyl or steel vibro is fitted around the outer periphery of each of the plurality of cables 1, and a dam 8 made of soft sponge or the like is formed on the outer periphery of the cable 1 at both ends of the vibro. The closed space formed by the outer peripheral surface of each cable 1, the inner peripheral surface of the vibrotube, and the two dams 8 is filled with a water stop material 7 made of a two-component polyurethane foam polymer. Further, the space between the inner circumferential surface of the conduit 3 and the outer circumferential surface of the vibrotube is filled with a water stop material 5 similar to that described above. In the figure, 4 is a dam formed to stop the water stop material layer.
このようなビル架線用管路止水構造は、っぎのようにし
て形成される。すなわち、まず、第2図に示すように、
ケーブルlの外周にバイブロを外嵌し、バイブロ内のケ
ーブルlの両端外周に軟質スポンジ等でダム8を形成す
る。そして、上記2個所のダム8に挟まれた閉塞空間9
内に止水材形成材料を充填し、第3図に示すように、硬
化させ止水材フ化する。このようなバイブロが外嵌され
たケーブル1を、第4図に示すように、管路3内に配設
する。そして、管路3内に位置するバイブロの外周に軟
質スポンジ等でダム4を形成する。Such a pipe water stop structure for building overhead wires is formed as shown in Fig. That is, first, as shown in Figure 2,
A vibro is fitted around the outer periphery of the cable l, and a dam 8 is formed with a soft sponge or the like on the outer periphery of both ends of the cable l inside the vibro. A closed space 9 sandwiched between the two dams 8
A material for forming a water stop material is filled inside, and as shown in FIG. 3, it is cured to form a water stop material. The cable 1 having such a vibro fitted onto the outside is placed in the conduit 3 as shown in FIG. 4. Then, a dam 4 is formed using a soft sponge or the like around the outer periphery of the vibro located within the conduit 3.
つぎに、第1図に示すように、管llIr5内および管
路口2の2個所のダム4に挟まれた閉塞空間10内に止
水材形成材料を充填し硬化させ止水材5化する。このよ
うにすることによりビル架線用管路の止水がなされる。Next, as shown in FIG. 1, a water stop material forming material is filled into the closed space 10 sandwiched between the two dams 4 at the pipe llIr5 and the pipe port 2, and hardened to form the water stop material 5. By doing this, the water in the building overhead wire conduit is shut off.
そして、後日、新たな電話加入者等の増加により、管路
3内に新たにケーブルを増設する場合は、つぎのように
して行われる。すなわち、鋸等の工具を用いて、第5図
に示すように、止水材5に一点鎖線で囲まれた穴Aを開
ける。このとき、上記穴Aの直径は、新たに挿通するケ
ーブルに外嵌するパイプの直径よりも大きく設定する。If a new cable is to be installed in the conduit 3 at a later date due to an increase in the number of new telephone subscribers, this will be done in the following manner. That is, using a tool such as a saw, a hole A surrounded by a dashed line is made in the water stop material 5, as shown in FIG. At this time, the diameter of the hole A is set larger than the diameter of the pipe into which the newly inserted cable is fitted.
一方、新たに増設するケーブルの外周には、予め前記と
同様にしてケーブルにパイプを外嵌しておく。そして、
このパイプが外嵌されたケーブルを上記穴Aに挿通する
。ついで、新たに挿通されたパイプと止水材との隙間の
2個所に軟質スポンジを用いてダムを形成する。そして
、これら2個所のダムに挟まれた閉塞空間に上記と同し
止水材形成材料を充填し硬化させ、上記隙間を埋めるこ
とによりケーブルの増設が行われる。On the other hand, a pipe is previously fitted around the outer periphery of the newly added cable in the same manner as described above. and,
The cable with this pipe fitted onto the outside is inserted into the hole A. Next, dams are formed using soft sponge at two locations in the gap between the newly inserted pipe and the water stop material. Then, the closed space between these two dams is filled with the same water stop material as described above and cured to fill the gap, thereby adding cables.
また、挿通されているケーブルを交換する場合は、上記
と同様の工具を用いて、交換しようとするケーブルに外
嵌されたパイプの外周に沿って穴を開ける。そして、上
記ケーブルの増設と同様にして新たにパイプが外嵌され
たケーブルを管路内に設置することにより簡単にケーブ
ルの交換が行われる。When replacing a cable that has been inserted, use the same tool as above to drill a hole along the outer periphery of the pipe that is fitted around the cable to be replaced. Then, the cable can be easily replaced by installing a new cable with a pipe fitted onto the outside in the conduit in the same manner as the cable extension described above.
なお、上記止水材に穴を穿設する際に用いられる工具と
しては、糸鋸、電動ジグソー等が用いられる。特に、作
業性等の観点から、上記電動ジグソーを用いるのが好適
であり、上記電動ジグソーは、第6図に示すように、ピ
ストル形状を有し、先端の棒状鋸刃10には全周に斜め
方向に歯11が形成されており、矢印B方向に往復運動
する。In addition, as a tool used when making a hole in the above-mentioned water stop material, a scroll saw, an electric jigsaw, etc. are used. In particular, from the viewpoint of workability, etc., it is preferable to use the electric jigsaw, which has a pistol shape as shown in FIG. Teeth 11 are formed diagonally, and reciprocate in the direction of arrow B.
図において、12はオン−オフスイッチである。In the figure, 12 is an on-off switch.
また、上記ケーブルに外嵌されるパイプとしては、硬質
ビニル管以外に、刃物傷等の付きにくさという観点から
被覆装鋼管等が好適にあげられる。In addition to the hard vinyl pipe, the pipe to be fitted onto the cable is preferably a coated steel pipe or the like from the viewpoint of resistance to knife scratches and the like.
以上のように、この発明のビル架線用管路止水構造は、
ケーブル等の線材を硬質筒状体に挿通し、これを管路内
に挿通して、その状態で上記管路内を止木材で埋め閉塞
して構成されている。したかって、線材の増設および交
換時において、止水材に穴を穿設する際に、線材が硬質
筒状体で保護されているため、線材を傷つけることがな
い。しかも、線材の交換においては、硬質筒状体ごと抜
き取り交換すればよいため、簡単かつ短時間で止水材の
解体および線材の交換が可能となる。As described above, the pipe water stop structure for building overhead wires of the present invention has the following features:
A wire rod such as a cable is inserted into a hard cylindrical body, this is inserted into a conduit, and in this state, the inside of the conduit is filled and closed with a stopper. Therefore, when adding or replacing wire rods, the wire rods are protected by the hard cylindrical body and are not damaged when drilling holes in the water stop material. Furthermore, when replacing the wire rod, it is only necessary to pull out the entire hard cylindrical body and replace it, making it possible to disassemble the water-stopping material and replace the wire rod easily and in a short time.
第1図はこの発明の一実施例を示す断面図、第2図はケ
ーブルにパイプが外嵌された状態を示す断面図、第3図
はケーブル外周とパイプ内周面の閉塞空間に止水材を充
填した状態を示す断面図、第4図は管路内にパイプが外
嵌されたケーブルを挿通した状態を示す断面図、第5図
はこの発明の管路止水構造において止水材に新たに穴を
設ける状態を示す断面図、第6図は電動ジグソーを示す
側面図、第7図および第8図は従来のビル架線用管路止
水構造の形成方法の手順を示す説明図である。
1・・・ケーブル 2・・・管路口 3・・・管路 5
.7・・・止水材 5・・・パイプ
第8図
第2図
第3図
第4図
第5図Fig. 1 is a sectional view showing an embodiment of the present invention, Fig. 2 is a sectional view showing a state in which a pipe is fitted onto a cable, and Fig. 3 is a sectional view showing a closed space between the outer circumference of the cable and the inner circumference of the pipe. 4 is a cross-sectional view showing a state in which a cable with a pipe fitted externally is inserted into a pipe, and FIG. 6 is a side view showing an electric jigsaw, and FIGS. 7 and 8 are explanatory diagrams showing the steps of a conventional method for forming a water stop structure for a pipeline for overhead wires in a building. It is. 1... Cable 2... Conduit port 3... Conduit 5
.. 7...Water stop material 5...Pipe Figure 8 Figure 2 Figure 3 Figure 4 Figure 5
Claims (1)
れ硬質筒状体が外嵌され、上記線材の外周面と硬質筒状
体内周面との空間が止水材で埋められ、さらに上記管路
内周面と上記硬質筒状体外周面との空間が止水材で埋め
られていることを特徴とするビル架線用管路止水構造。(1) A hard cylindrical body is fitted around the outer periphery of each of the plurality of wire rods inserted into the pipe, and the space between the outer peripheral surface of the wire rod and the inner periphery of the hard cylindrical body is filled with a water-stopping material, Furthermore, a water-stopping structure for a building overhead line pipeline, characterized in that a space between the inner circumferential surface of the pipe and the outer circumferential surface of the rigid cylindrical body is filled with a water-stopping material.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2303246A JPH07114531B2 (en) | 1990-11-07 | 1990-11-07 | Water stop structure for overhead line of building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2303246A JPH07114531B2 (en) | 1990-11-07 | 1990-11-07 | Water stop structure for overhead line of building |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH04178105A true JPH04178105A (en) | 1992-06-25 |
JPH07114531B2 JPH07114531B2 (en) | 1995-12-06 |
Family
ID=17918639
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2303246A Expired - Lifetime JPH07114531B2 (en) | 1990-11-07 | 1990-11-07 | Water stop structure for overhead line of building |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH07114531B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110439030A (en) * | 2019-08-16 | 2019-11-12 | 中国十七冶集团有限公司 | A kind of waterproof method for blocking of electric power work well built-in pipe |
-
1990
- 1990-11-07 JP JP2303246A patent/JPH07114531B2/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110439030A (en) * | 2019-08-16 | 2019-11-12 | 中国十七冶集团有限公司 | A kind of waterproof method for blocking of electric power work well built-in pipe |
Also Published As
Publication number | Publication date |
---|---|
JPH07114531B2 (en) | 1995-12-06 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US3935373A (en) | Access insert for splice case | |
US6340181B1 (en) | Bellmouth with joint block body with the bellmouth and hand hole with the bellmouth | |
US5258572A (en) | Distributing box for underground cables | |
JPH04178105A (en) | Water-stop structure for wiring conduit in building | |
KR101906108B1 (en) | Hole making method using efficient rotary piercing | |
CN213980033U (en) | Shear force wall screw rod hole block structure | |
JPH0753014B2 (en) | Water stopping method and structure of pipes such as cables | |
GB2161993A (en) | Duct seal | |
CN206830966U (en) | A kind of flexible water wall bushing structure | |
WO2006033658A3 (en) | Fire protection of openings in fire rated barriers around metallic penetrants and cables using only external rigid seals | |
JPH02285123A (en) | Renewing construction for obsolete manhole | |
JP2969211B2 (en) | Cable conduit waterproofing device | |
JP3505399B2 (en) | Pipe introduction wall assembly member for underground container | |
CN215681648U (en) | Adjustable prevents mechanical damage's cable pillar | |
JP2000257755A (en) | Connector for installing spiral pipe body to wall body | |
JP3022072B2 (en) | Method of stopping water in a cable duct and water stopping structure therefor | |
JP2000152476A (en) | Duct port sealing method | |
JP4538958B2 (en) | Anti-corrosion treatment equipment for through-wall steel pipes | |
KR102053218B1 (en) | Waterproof pipe for manhole | |
JP4501311B2 (en) | Grout filling method around buried pipe | |
JP2006029451A (en) | Water stopping method of structure such as pipe conduit | |
CN210566904U (en) | Connecting device for reinforced concrete pipeline and water outlet | |
JP2017180734A (en) | Repair member and repair method | |
JPS60181497A (en) | Drilling method and apparatus for covering pipeline wall by water impermeable film | |
JPH11122781A (en) | Cable protection conduit and laying of the same |