JPS60141929A - Leakage protecting construction method for embedded-in- concrete object - Google Patents

Leakage protecting construction method for embedded-in- concrete object

Info

Publication number
JPS60141929A
JPS60141929A JP24551383A JP24551383A JPS60141929A JP S60141929 A JPS60141929 A JP S60141929A JP 24551383 A JP24551383 A JP 24551383A JP 24551383 A JP24551383 A JP 24551383A JP S60141929 A JPS60141929 A JP S60141929A
Authority
JP
Japan
Prior art keywords
water
concrete
separator
round
construction method
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.)
Pending
Application number
JP24551383A
Other languages
Japanese (ja)
Inventor
Akira Arao
荒尾 昭
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
ARAO KK
Original Assignee
ARAO KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by ARAO KK filed Critical ARAO KK
Priority to JP24551383A priority Critical patent/JPS60141929A/en
Publication of JPS60141929A publication Critical patent/JPS60141929A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/02Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Hydrology & Water Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

PURPOSE:To absorb a moisture content, entering along a round separator, and to prevent leakage of water to a lasement room, by a method wherein a hydrous swelling agent is applied on a cut-off material, which is divided so that it is detachable to the round separator, or a hydrous swelling material is mounted thereto, and is embedded in concrete. CONSTITUTION:A hydrous swelling agent 9 is applied on cut-off materials 7 and 8, respectively divided or partially cut, which are attached to the outside of a embedded-in-concrete object, such as separators 5, H-steels 6, or a hydrous swelling material 10 is mounted thereto. The disc-shaped cut-off disc 7 is divided into 2 parts, the one being a main partition body 11 and the other being an auxiliary partition body 12, the one sides are joined together by means of a support body 13, and the other sides can be freely engaged with each other. The hydrous swelling agent 9, in which fibrous pieces are mixed in high water absorbing resin, is applied on a round separating cut-off material 5. This enables absorption of a moisture content entering along the round separator 5, driven in concrete, prevention of leakage of water, and elongation of useful life for the concrete.

Description

【発明の詳細な説明】 本発明は、コンクリート構築物において、コンクリート
に貫通又は埋設される型枠組立用のセパレーター、貝a
管、H形鋼、タイロッド等を伝って漏水するのを防止す
ることを目的とするものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention provides a separator for assembling formwork, which is penetrated or buried in concrete, in concrete constructions.
The purpose is to prevent water from leaking through pipes, H-beams, tie rods, etc.

従来、コンクリート埋没物の漏水防止構築法としては、
第1図に示すように地下構築物、浄水場、下水処理場等
のコンクリート型枠1.l/を貫通して組立てる七バレ
ーター2にハ、硬化したコンクリートの壁面を貫通した
セパレータ=2を伝って漏水するのを防止するために、
円盤形状の丸セパ止水板4を挿嵌しているが、下記のよ
うな原因で止水効果は完全でなかった。
Conventionally, construction methods for preventing water leakage from buried concrete include:
As shown in Figure 1, concrete forms for underground structures, water treatment plants, sewage treatment plants, etc.1. In order to prevent water from leaking through the separator = 2 that penetrates the hardened concrete wall,
Although a disc-shaped round separator water stop plate 4 was inserted, the water stop effect was not perfect due to the following reasons.

つまり、セパレ一ター2の両端は型枠1,1′を緊結す
るために、型枠締結具3が設けられているが、転造ねじ
のため型枠締結具3が螺合されるねじ部分の外径Aは、
非ねじ部分の外径Bより径大であることに加え、丸セパ
止水板4の内径Cは、セパレーター2の非ねじ部分の外
径Bに密着しないと水は伝わって漏水するものである。
In other words, formwork fasteners 3 are provided at both ends of the separator 2 to tightly connect the formworks 1 and 1', but the threaded portions into which the formwork fasteners 3 are screwed are threaded screws. The outer diameter A of
In addition to being larger in diameter than the outer diameter B of the non-threaded portion, the inner diameter C of the round separator water stop plate 4 must be in close contact with the outer diameter B of the non-threaded portion of the separator 2, otherwise water will be transmitted and leak. .

そのために丸セパ止水板4をセパレーター2に挿嵌する
には、端部の転造ねし部の外径Aを通過させねばならな
いが、丸セパ止水板4の内径Cが一番小径で、次にセパ
レーター2の非ねじ部分の外径Bとなり、転造ねじ部分
の外径Aと順次、外径が大きくなっている。
Therefore, in order to insert the round separator water stop plate 4 into the separator 2, it is necessary to pass through the outer diameter A of the rolled thread at the end, but the inner diameter C of the round separator water stop plate 4 must be the smallest diameter. Next is the outer diameter B of the non-threaded portion of the separator 2, which is successively larger than the outer diameter A of the rolled threaded portion.

すなわちA>B>Cの関係となる。That is, the relationship is A>B>C.

上記の条件が必要であるから、丸セパ止水板4の材質は
、硬質材では人の手作業によっては丸セパ止水板4の内
径Cを拡大させて挿嵌することができないから、丸セパ
止水板4の内径Cを拡大さ−せて挿嵌可能な、軟質材の
ゴム、或いは合成樹脂を使用しなければならない。
Since the above conditions are necessary, the material of the round separator water stop plate 4 is a hard material, which cannot be inserted by enlarging the inner diameter C of the round separator water stop plate 4 manually. It is necessary to use a soft material of rubber or synthetic resin that can be inserted by enlarging the inner diameter C of the separator water stop plate 4.

しかるに、丸セパ止水板4は軟質材のために腰が弱く、
生コンクリートの打設時に、生コンクリートの打設時に
、生コンクリートの流れ具合によって、セパレーター2
と直角に挿嵌されていたのが、傾斜することもあり、セ
パレーター2の非ねじ部分の外径Bと隙間が出来るか、
密着度が低下して水圧が強い使用場所では漏水するとい
うことがしばしば起きていた。
However, since the round sepa water stop plate 4 is made of soft material, it is weak and
When pouring fresh concrete, depending on the flow of fresh concrete, separator 2
Although it was inserted at right angles to the separator 2, it may be tilted, and there may be a gap with the outer diameter B of the non-threaded part of the separator 2.
Water leaks often occurred in locations where the water pressure was strong due to poor adhesion.

また、丸セパ止水板4をセパレーク−2に挿嵌するには
、軟質材の弾性による反撥力より強力な内径Cを拡大す
る力が必要であり、これらの作業は男性の専門技能者よ
り低賃金の中高年の女性作業者が挿嵌するから、作業性
が悪いことも欠点であった。
In addition, in order to insert the round separator water stop plate 4 into the separator lake 2, a force to enlarge the inner diameter C is required which is stronger than the repulsive force due to the elasticity of the soft material, and this work is performed by a male professional technician. Another drawback was that it was difficult to work with, as it was inserted by middle-aged and elderly female workers with low wages.

本発明は上記の問題点と欠点を解消したばかりか、専門
技能者に頼らずに素人でも簡単に装着できるし、降雨時
の溶接の危険性や、離型紙の管理の必要もなく施工でき
、工程管理が容易 □で総コストの低域にも貢献できる
ようになった。
The present invention not only solves the above-mentioned problems and drawbacks, but can also be easily installed even by amateurs without relying on specialized technicians, and can be installed without the danger of welding during rain or the need to manage release paper. Easy process management □ now contributes to lowering the total cost.

以下図面にしたがって本発明の内容を詳細に説明すると
、セパレーター5、l]型W46等のコンクリート埋設
物の外側に分割又は一部切開して装着する止水材7,8
に含水膨潤材9を塗着するか又は含水膨張材10を装着
して行なうことを特徴とするコンクリート埋設物の漏水
防止構築法であって、第3図に示すようにセパレーター
5の非ねじ部分の外径りと同一か、僅小の円盤状止水板
7の直径Eの内径を設けて、円盤形状を二つに分割して
半円盤状の主分割体11と副分割体12とし、主分割体
11と副分割体12の接合部を支承部13とし、それぞ
れの一部を円盤形状に係止できるように主分割体11の
端部を爪部14とし、副分割体12の端部を係合部15
とした丸セパ止水材7を構成する。
The content of the present invention will be explained in detail with reference to the drawings below. Water stop materials 7 and 8 are attached to the outside of concrete buried objects such as separators 5 and type W46 by dividing or partially incising.
This is a construction method for preventing water leakage of concrete buried objects, which is carried out by applying a water-containing swelling material 9 or attaching a water-containing swelling material 10 to the non-threaded part of the separator 5, as shown in FIG. The inner diameter of the disc-shaped water stop plate 7 is equal to or slightly smaller than the outer diameter of the disc-shaped water stop plate 7, and the disc shape is divided into two to form a semi-disc-shaped main division body 11 and a sub-division body 12, The joint between the main divided body 11 and the sub divided body 12 is used as a support part 13, the end of the main divided body 11 is made into a claw part 14 so that a part of each part can be locked in a disc shape, and the end of the sub divided body 12 is made into a claw part 14. the engaging part 15
A round sepa water stop material 7 is constructed.

丸セパ止水材7をセパレーター5に嵌着するには、爪部
14と係合部15を第4図に示すように分離してセパレ
ーター5の非ねじ部分16に装着した後爪部14と係合
部15を係合して固着するものであるから、丸セパ止水
材7ば、セパレーター5の端部の転造ねじの外径Fを挿
通さすことなく、セパレーターの非ねじ部分の外径りに
密着させて嵌着できることになった。
In order to fit the round separator water stop material 7 to the separator 5, the claw part 14 and the engaging part 15 are separated as shown in FIG. Since the engaging portion 15 is engaged and fixed, the round separator water stop material 7 does not need to be inserted through the outer diameter F of the rolled screw at the end of the separator 5, and can be attached to the outside of the non-threaded portion of the separator. Now it can be fitted closely to the diameter.

従来の丸セパ止水板4のような軟質材でなく、硬質材を
使用できるために腰が強く、生コンクリートの打設時に
セパレーター5と直角を保持することができるから隙間
を生じさせることもなく、セパレーター5を伝わって漏
水することが防止できることとなった。
It is strong because it can use hard material instead of soft material like the conventional round separator water stop plate 4, and it can maintain a right angle with the separator 5 when pouring fresh concrete, so it does not cause gaps. Therefore, water leakage through the separator 5 can be prevented.

なお、丸セパ止水vJ7の一部又は全部に高吸水性樹脂
を暴利として繊維細片、ウレタン発泡細片等を溶剤にて
混入した含水膨潤材9を塗着するか、若しくは該含水膨
潤材9を不織布、フェルト、綿類、ウレタン発泡材等に
含浸させてから、乾燥させた含水膨張材ioを、丸セパ
止水材7の内、外周又は側面に装着しておくと、セパレ
ーター5を伝わって来た水分を吸収して、含水膨潤材9
又は含水膨張材10は体積を増大して膨潤止水膜、膨潤
止水材を形成して硬化したコンクリートと、丸セパ止水
材7どの僅少の隙間を充填してセパレーター5を伝わっ
て漏水するのが完全に防止することができるようになっ
た。
In addition, a water-containing swelling material 9 made of super absorbent resin and mixed with fiber strips, urethane foam strips, etc. in a solvent may be applied to a part or all of Maru Separa Waterstop vJ7, or the water-containing swelling material 9 is impregnated into a non-woven fabric, felt, cotton, urethane foam material, etc., and then the dried water-containing expandable material io is attached to the inside, outer periphery, or side of the round separator water stop material 7, and the separator 5 is It absorbs the transmitted moisture and becomes a water-containing swelling material 9
Alternatively, the water-containing expandable material 10 increases its volume to form a swollen water-stopping film and a swelling water-stopping material, filling a slight gap between the hardened concrete and the round separator water-stopping material 7, and causing water to leak through the separator 5. can now be completely prevented.

なお、コンクリート壁の厚みが大きい場合には貫通する
セパレーター5に、丸セパ止水材7を2個所以上に装着
すると止水効果もより完全となるが、含水膨潤材9、若
しくは含水膨張材10を、セパレーター5に直接塗着、
若しくは装着しても同様な止水効果は得られるので丸セ
パ止水材7と、それの装着費が減少することになった。
In addition, if the thickness of the concrete wall is large, the water-stopping effect will be more complete if the round separator water-stopping material 7 is installed at two or more places on the penetrating separator 5. Apply directly to separator 5,
Alternatively, the same water-stopping effect can be obtained even when the water-stopping material 7 is installed, so the cost of the round-separated water-stopping material 7 and its installation can be reduced.

本発明によれば、漏水の浸入口で止水する構築法である
から、鉄製のセパレーター5の錆の発生を防止でき、鉄
さびの膨張による硬化コンクIJ −トのひび割れを防
止する効果も同時に得られることになり、コンクリート
構築物の寿命を永くするという効果も併せて期待できる
ようになった。
According to the present invention, since the construction method is such that water is stopped at the leakage inlet, it is possible to prevent the occurrence of rust on the iron separator 5, and it is also possible to prevent the cracking of the hardened concrete IJ due to the expansion of iron rust. As a result, it can also be expected to have the effect of extending the lifespan of concrete structures.

また、セパレーター5の遼中で接続用ナツトを使用する
場合にも、螺合部に含水膨潤材9を螺合前に塗着してお
くと、螺合部の隙間を伝わつて、漏水するのが防止され
るばかりか、含水膨潤材9を塗着後に螺合してから水分
を供給すると、含水膨潤材9は体積を増大して、螺合部
の隙間を充填して音や振動を吸収する機能が発生し、振
動等による螺合部の緩みを防止することができる。
Also, when using a connecting nut in the middle of the separator 5, applying water-containing swelling material 9 to the threaded portion before screwing will prevent water from leaking through the gap between the threaded portions. Not only is this prevented, but when water is supplied after applying the water-containing swelling material 9 and screwing it together, the water-containing swelling material 9 increases in volume and fills the gap between the screws, absorbing sound and vibrations. This function prevents the threaded part from loosening due to vibrations, etc.

上記の遅効性の含水膨張材10に速効性の含水膨潤材9
を塗着すると、止水効果は速効性と遅効性との組合せに
よって相乗的効果が得られる。
The above-mentioned slow-acting hydro-swelling material 10 and fast-acting hydro-swelling material 9
When applied, a synergistic effect can be obtained due to the combination of fast-acting and slow-acting water stopping effects.

また、含水膨張材10の基材に合成繊維の捲縮加工繊維
を使用すると、伸縮率が大きいから、可撓管等の曲り個
所等の外径が伸長し、内径が縮小する部分の用途にもよ
く追随して止水効果と防振・防音効果が得られる。
In addition, when crimped synthetic fibers are used as the base material of the hydrous expandable material 10, the expansion and contraction ratio is high, so it can be used for parts where the outer diameter expands and the inner diameter decreases, such as at bent parts of flexible pipes. The water-stopping effect and vibration-proofing/sound-proofing effect can be obtained by following the same method.

また、含水膨張材10の基材に、炭素繊維、硝子繊維、
アラミド繊維等の強い素材を用いると、耐水圧力は大き
く、深海での構築物の防水に使用できるようになった。
In addition, carbon fiber, glass fiber,
By using strong materials such as aramid fibers, they can withstand high water pressure and can now be used to waterproof structures in the deep sea.

次にコンクリート構築物には、構造材とじてH形鋼、角
形や丸形の鋼管等が多く使用されているが、地下構築の
基礎部から、地面部までの地下各層の床版を貫通する場
合に、地下層の個所には該I]形鋼、角形や丸形鋼管の
コンクリート貫通部分には、これらを伝わって漏水する
のを防止するために、これらの外周に鉄板を溶接して漏
水の道筋を迂回させて止水する工法や。
Next, in concrete structures, H-beam steel, square or round steel pipes, etc. are often used as structural materials, but when penetrating the floor slabs of each underground layer from the foundation of underground construction to the ground level. In order to prevent water from leaking through concrete, steel plates are welded to the outer peripheries of shaped steel, square and round steel pipes to prevent water from leaking through them. A construction method to stop water by detouring the route.

非加硫ブチルゴムを接着して止水する工法が多く使用さ
れているが、鉄板溶接工法は、鉄板とコンクリートとは
、生コンクリートの打設時に隙間が生じることがあり、
完全な止水効果は得難く、溶接作業も、H形鋼零の全周
に、つば状に隙間なく、やや長い目の突起物を形成する
には多くの時間を要した。
Many construction methods are used to seal water by gluing non-vulcanized butyl rubber, but with the steel plate welding method, there may be gaps between the steel plate and concrete when the fresh concrete is placed.
It was difficult to achieve a complete water-stopping effect, and it took a lot of time to weld the entire circumference of the H-section steel to form a slightly long protrusion with no gaps in the shape of a brim.

また、非加硫ブチルゴムを11形鋼等に接着する工法は
、非加硫ブチルゴムに配合されている粘着剤が、生コン
クリートの硬化時に、化学反応によって接着するもので
あって、非加硫ブチルゴムは生産から使用直前まで1表
面を非粘着性の離型紙で覆っておかないと、非加硫ブチ
ルゴム同志が接着したり、他の物品とも接着したりして
使用することができなくなる。
In addition, in the method of bonding unvulcanized butyl rubber to 11-shaped steel, etc., the adhesive compounded in the unvulcanized butyl rubber adheres through a chemical reaction when the fresh concrete hardens, and the unvulcanized butyl rubber If one surface of the product is not covered with non-adhesive release paper from production to just before use, the non-vulcanized butyl rubber will stick to itself or to other products, making it impossible to use it.

また、H形鋼等に接着後、生コンクリート打設直前迄に
離型紙が取れないように細心の現場にこの管理を息ると
、硬化コンクリートとの接着力が低下して漏水の原因と
なる。
In addition, if this method is carefully maintained at the site to ensure that the release paper does not come off after adhering to H-shaped steel, etc., right before pouring fresh concrete, the adhesive strength with hardened concrete will decrease and cause water leakage. .

本発明では第5図に示すようにH形鋼6の外固着具埒に
て一体としてH形鋼6に装着するものである。
In the present invention, as shown in FIG. 5, the H-beam 6 is integrally attached to the H-beam 6 using an external fixing device.

この場合も前記実施例と同様に含水膨潤材9、含水膨張
材10を止水目的に合った使用をすると、止水効果はよ
り完全であることはいうまでもない。
In this case as well, it goes without saying that if the water-containing swelling material 9 and the water-containing swelling material 10 are used in accordance with the water-stopping purpose, the water-stopping effect will be more complete.

第6図は丸形鋼管18での実施例であって、つば状に分
割した止水材19を丸形鋼管18の外周に沿って配設し
、固着具20にて一体とした以上のように本発明による
コンクリート埋設物の漏水防止構築法は、専門技能者に
頼らずに素人でも簡単に装着できるばかりか、H形鋼や
丸形鋼管などの場合でも鉄板溶接や非加硫ブチルゴムな
どによる接着などを必要とせずに素人でも簡単に装着で
きるという利点を生じさせたものである。
FIG. 6 shows an embodiment using a round steel pipe 18, in which a water stop material 19 divided into ribs is arranged along the outer periphery of the round steel pipe 18 and integrated with a fixing device 20. The method of constructing water leakage prevention for concrete buried objects according to the present invention is not only easy to install even by amateurs without relying on specialized technicians, but also can be installed by welding iron plates or non-vulcanized butyl rubber even in the case of H-shaped steel or round steel pipes. This has the advantage that even an amateur can easily install it without the need for adhesives or the like.

また、降雨時の溶接の危険性や離型紙の管理の必要もな
く、施工が簡単であるところから工程管理が容易で総コ
ストの低減に貢献することができるようになった。
Additionally, there is no danger of welding during rain or the need to manage release paper, and since construction is simple, process control is easy and can contribute to reducing total costs.

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

第1図は従来の漏水防止構築法(/′C用いる実施例の
側断面図。 第2図は同上丸セパ止水板の断面図 第3図は本発明に用いる丸セパレーターに止水材を装着
した状態を示した縦断面図。 第4図は本発明に用いる丸セパ止水材の分割状態図。 第5図はH形鋼に止水材を装着した状態を示した縦断面
図。 第6図は丸形鋼管に止水材を装着した状態を示した縦断
面図。 図中 1=コンクリート型枠 1′:コンクリート型枠 2:セパレーター 3:型枠締結具 4:丸セパ止水板 5:セパレーター 6:■]型鋼 7:丸セパ止水材 8:止水材 9:含水膨潤拐 10:含水膨張材 11:主分割体 12:副分割体 13:支承部。 14:爪 部 15:係合部 16:非ねし部分 17:固着具 18:丸形鋼管 19:止水材 20:固着具 A:ねじ部分の外径 B:非ねじ部分の外径 C:丸セパ止水板の内径 D=非ねじ部分の外径 E:竿円盤状止水板の直径 F:転造ねじの外径 特許出願人 アラオ株式会社 代 理 人 嶋本 久寿弥太 第1図
Figure 1 is a side sectional view of an example using the conventional water leakage prevention construction method (/'C). Figure 2 is a sectional view of the same round separator water stop plate as above. Figure 3 is a round separator water stop material used in the present invention. A vertical cross-sectional view showing a state in which the water-stopping material is installed. Fig. 4 is a diagram showing a divided state of the round sepa water-stopping material used in the present invention. Fig. 5 is a longitudinal cross-sectional view showing a state in which the water-stopping material is installed on an H-shaped steel. Figure 6 is a vertical cross-sectional view showing a round steel pipe with a water stopper attached. Plate 5: Separator 6: ■] Shape steel 7: Round separator Water stop material 8: Water stop material 9: Water-containing swelling material 10: Water-containing swelling material 11: Main dividing body 12: Sub-dividing body 13: Supporting part. 14: Claw part 15: Engagement part 16: Non-threaded part 17: Fixing tool 18: Round steel pipe 19: Water stop material 20: Fastening tool A: Outer diameter of threaded part B: Outer diameter of non-threaded part C: Round separator water stopper Inner diameter of the plate D = Outer diameter of the non-threaded part E: Diameter of the rod disc-shaped water stop plate F: Outer diameter of the rolled screw Patent applicant: Yata Kuju Shimamoto, representative of Arao Co., Ltd. Figure 1

Claims (1)

【特許請求の範囲】 (11セパレーター、H形鋼等のコンクリート埋設物の
外側適宜個所に分割又は一部切開して装着する上水材に
含水膨潤材を塗着するか、又は含水膨張拐を装着して行
なうことを特徴とするコンクリート埋設物の漏水防止構
築法。 (2)円盤形状の止水利を二分割して分割体とし、丸セ
パレーター、丸形鋼管等に装着することを特徴とする特
許請求の範囲第1項記載のコンクリート埋設物の漏水防
止構築法。 (3)高吸水性樹脂を基材として繊維細片、ウレタン発
泡細片等を溶剤にて混入した含水膨潤材を止水材に塗着
したことを特徴とする特許請求の範囲第1項記載のコン
クリート埋設物の漏水防止構築法。 (4)高吸水性樹脂を基材として繊維細片、ウレタン発
泡細片を主44とする含水膨潤材を不織布、フェルト、
綿類、ウレタン発泡材、炭素繊維、硝チ繊維、アラミド
繊維等に含浸させてから、乾燥させだ含水膨張体を用い
ることを特徴とする特許請求の範囲第1項記載のコンク
リート埋設物の漏水防止構築法。
[Scope of Claims] (11) A water-containing swelling material is applied to a water-containing material that is installed by dividing or cutting a part of the outside of a concrete buried object such as a separator or H-shaped steel, or A construction method for preventing water leakage of concrete buried objects, which is characterized in that it is carried out by attaching it to a concrete buried structure. (2) It is characterized by dividing a disc-shaped water stop into two parts to form a divided body, and attaching it to a round separator, round steel pipe, etc. A construction method for preventing water leakage of concrete buried objects as set forth in claim 1. (3) Water-stopping water-containing swelling material made of a super absorbent resin as a base material and mixed with fiber pieces, urethane foam pieces, etc. with a solvent. A method for constructing water leakage prevention for buried concrete according to claim 1, characterized in that the water leakage prevention construction method for concrete buried objects is coated on the material. Water-containing swelling materials such as non-woven fabrics, felts,
Water leakage from concrete buried objects according to claim 1, characterized in that a water-containing expanded body is used which is obtained by impregnating cotton, urethane foam, carbon fiber, nitrous fiber, aramid fiber, etc. and then drying it. Prevention construction method.
JP24551383A 1983-12-28 1983-12-28 Leakage protecting construction method for embedded-in- concrete object Pending JPS60141929A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24551383A JPS60141929A (en) 1983-12-28 1983-12-28 Leakage protecting construction method for embedded-in- concrete object

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24551383A JPS60141929A (en) 1983-12-28 1983-12-28 Leakage protecting construction method for embedded-in- concrete object

Publications (1)

Publication Number Publication Date
JPS60141929A true JPS60141929A (en) 1985-07-27

Family

ID=17134794

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24551383A Pending JPS60141929A (en) 1983-12-28 1983-12-28 Leakage protecting construction method for embedded-in- concrete object

Country Status (1)

Country Link
JP (1) JPS60141929A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH061511U (en) * 1991-03-29 1994-01-14 株式会社大阪防水建設社 H-shaped steel waterproof structural material
JPH0620613U (en) * 1992-08-21 1994-03-18 シーアイ化成株式会社 Water stop member
JPH09317176A (en) * 1996-05-31 1997-12-09 K F C:Kk Separator cut-off device of concrete form

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5599986A (en) * 1979-01-25 1980-07-30 Dainichi Seika Kogyo Kk Method of preventing the leakage and immersion of water
JPS55101636A (en) * 1979-01-25 1980-08-02 Dainichiseika Color Chem Sealing material capable of being swollen with water
JPS5813526A (en) * 1981-07-20 1983-01-26 Teijin Yuka Kk Preparation of xylenes
JPS58135265A (en) * 1982-02-04 1983-08-11 アラオ株式会社 Construction for applying water-stoppage and vibration-dampening to embedded concrete structure

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5599986A (en) * 1979-01-25 1980-07-30 Dainichi Seika Kogyo Kk Method of preventing the leakage and immersion of water
JPS55101636A (en) * 1979-01-25 1980-08-02 Dainichiseika Color Chem Sealing material capable of being swollen with water
JPS5813526A (en) * 1981-07-20 1983-01-26 Teijin Yuka Kk Preparation of xylenes
JPS58135265A (en) * 1982-02-04 1983-08-11 アラオ株式会社 Construction for applying water-stoppage and vibration-dampening to embedded concrete structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH061511U (en) * 1991-03-29 1994-01-14 株式会社大阪防水建設社 H-shaped steel waterproof structural material
JPH0620613U (en) * 1992-08-21 1994-03-18 シーアイ化成株式会社 Water stop member
JPH09317176A (en) * 1996-05-31 1997-12-09 K F C:Kk Separator cut-off device of concrete form

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