JPS60102406A - Cut-off work for concrete structure - Google Patents

Cut-off work for concrete structure

Info

Publication number
JPS60102406A
JPS60102406A JP58211448A JP21144883A JPS60102406A JP S60102406 A JPS60102406 A JP S60102406A JP 58211448 A JP58211448 A JP 58211448A JP 21144883 A JP21144883 A JP 21144883A JP S60102406 A JPS60102406 A JP S60102406A
Authority
JP
Japan
Prior art keywords
water
water stop
check valve
shaped
outlet
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
JP58211448A
Other languages
Japanese (ja)
Other versions
JPS6316524B2 (en
Inventor
Teruo Uga
宇賀 照夫
Yasuo Miyazaki
宮崎 康雄
Katsuhisa Minami
勝久 南
Gengo Baba
馬場 源吾
Michiyo Ochi
越智 通世
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.)
Osaka Bousui Construction Co Ltd
Nishiyama Corp
Original Assignee
Osaka Bousui Construction Co Ltd
Nishiyama Corp
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 Osaka Bousui Construction Co Ltd, Nishiyama Corp filed Critical Osaka Bousui Construction Co Ltd
Priority to JP58211448A priority Critical patent/JPS60102406A/en
Publication of JPS60102406A publication Critical patent/JPS60102406A/en
Publication of JPS6316524B2 publication Critical patent/JPS6316524B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/38Waterproofing; Heat insulating; Soundproofing; Electric insulating
    • E21D11/385Sealing means positioned between adjacent lining members
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/16Sealings or joints
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66Sealings
    • E04B1/68Sealings of joints, e.g. expansion joints
    • E04B1/6807Expansion elements for parts cast in situ
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66Sealings
    • E04B1/68Sealings of joints, e.g. expansion joints
    • E04B1/6816Porous tubular seals for injecting sealing material

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Mining & Mineral Resources (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Lining And Supports For Tunnels (AREA)

Abstract

PURPOSE:To ensure cut-off of a leak passage by a method that an insert plate for leak cut-off having a check valve functional piece is filled in the crack of a joint of a concrete structure in a bridged manner and a water stop agent is injected therein. CONSTITUTION:Openings for draining 10 are made between a groove 9 and outflow holes 7 and 8 situated in enlarged sections 5a and 5b of a bendable belt- shaped insert plate for leak cut-off 5, and a check valve functional piece 11 is fitted on the outside of the openings 10. The plate 5 is filled in the crack of a concrete structure joint in a bridged manner. In case of leaking, a water stop agent is injected into the holes 7 and 8 by pressure. The agent pushes open the piece 11 and penetrates into the space where the agent is not yet sufficiently injected, and hardens there which results in the leak prevention.

Description

【発明の詳細な説明】 この発明は、ダム、トンネル、貯水池その他沖胎動等の
コンクリート構造物の継ぎ目の割れ11部に架(n的に
埋設丈る、可撓性の止水注入板による漏水みらの封止を
、容易に確実にbなうコンクリート構造物の止水1法に
関りるものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention is a system for preventing water leakage by using a flexible water-stop injection plate that is buried in 11 parts of joints of concrete structures such as dams, tunnels, reservoirs, and other offshore structures. This relates to a method for water-stopping concrete structures that easily and reliably seals the roof.

従来、コンクリート構造物において、熱ににる膨張、収
縮、地殻変動または振動による応力を緩和するため、コ
ンクリート構造物にはある間隔ごとに継ぎ目の割れ目部
が設けられている。
Conventionally, concrete structures have been provided with seam cracks at certain intervals in order to relieve stress caused by thermal expansion, contraction, tectonic movement, or vibration.

従つ(、相;き′目の両側のコンクリート4R31物が
相対変イひしても、お互いに影響を及ぼずことはない。
Therefore, even if the concrete 4R31 materials on both sides of the crevice change relative to each other, they will not affect each other.

しかし、この継ぎ目のC1れ[1部は、水みちとなる。However, part of this seam C1 becomes a water path.

そこで、この水みちを遮断するため各種の止水板か埋設
されているく第′1図参照)。
Therefore, various types of water stop plates are buried in order to block this water path (see Figure '1).

寸なわら、第1図−a、bは、1.′を末の帯状止水板
を埋設した継ぎ目の割れ「1部のllii面の例を示し
たちのη・、現に、このような止水板が実用化され−(
いるが、たとえば、このJ、うな11本工事を10か所
施−IJ F+−4目よ、1〜2か所は水i!i [t
の起こるのが通例である。
However, Figures 1-a and b are 1. A crack in the seam where a band-shaped water stop plate was buried at the end of η is shown as an example of a part of the llii surface.
However, for example, this J will carry out construction work on 11 eels in 10 places. i [t
It is normal for this to occur.

次に、第1図−a 、 I+および第2図(水漏れ状態
を示す説明図)に塞づいて、従来例ど水漏れの誘因につ
いて説明りる。
Next, referring to FIGS. 1-a, I+ and FIG. 2 (explanatory diagrams showing water leakage conditions), the causes of water leakage in the conventional example will be explained.

第1図−a 、 l)の従来例にJ3い(,1は二1ン
クリー1〜(異胎動、2は継ぎ目の割れ11部、3はプ
ラスブック又はゴム製からなる帯状11水板て、両側部
には固定性のために円形断面部ζ3r+が形成され、第
1図−aでは、割れ口部2に対1+i、t ・」−る部
分には、伸縮性のために円筒状部3bが形成されている
In the conventional example shown in Fig. 1-a, l), J3 is different from the conventional example (, 1 is 21 increments 1-(allergic movement, 2 is the crack 11 part of the seam, 3 is the strip-shaped 11 water board made of plus book or rubber, A circular cross section ζ3r+ is formed on both sides for fixation, and in FIG. is formed.

第1図−bでは、割れ口部2には伸縮1’lのため、撓
み部3Gが形成されている。
In FIG. 1-b, a bending part 3G is formed in the crack part 2 for expansion and contraction 1'l.

第2図は、水漏れ発生状態の説明図C゛、」記帯状止水
板β−の不良埋設状態例を断面にて示したもので、帯状
止水板、旦−をコンクリ−1〜の継ぎ目の割れ口部2に
水平に設置づるとぎ、帯状井水板上の両側は、第2図−
aに図示のように垂れやJい。
Fig. 2 is an explanatory diagram of a water leakage state, and shows an example of a faulty buried condition of the band-shaped water stop plate β- as shown in the cross section. A sword installed horizontally at the crack 2 of the seam, on both sides of the strip-shaped well plate, is shown in Figure 2-
The sag is as shown in a.

そのため、その湾曲下部4に、浮き士か−)!ご水分が
溜りやすく、コンクリ−1〜固化後の目詰J、りが悪く
、空洞か出来やりい。
Therefore, the curved lower part 4 is a floater-)! Moisture tends to accumulate, concrete 1 to clogging after solidifying, poor sealing, and is hollow or unfinished.

このとき、帯状止水板3−の上面側に11〕/クリ−1
−の目詰まりが悪ければ、型枠C[をはづ゛した第2図
−bの断面の矢印のように水1)らかC′さ、水漏れが
発生することになる。
At this time, on the upper surface side of the band-shaped water stop plate 3-
- If the clogging is bad, water leakage will occur as shown by the arrow in the cross section of Fig. 2-b of the mold C[1).

要するに、帯状止水板の回りは、特に注愈深くコンクリ
ートの打設を行なわないと水みらが発生しヤ)1いので
ある。
In short, water spots will occur around the band-shaped water stop plate unless concrete is poured very carefully and deeply.

また、コンクリ−1−が硬化覆るときの反応熱C1帯状
止水板、Ω−は、熱膨張状態で固化するか、その後、1
;1温まで温度が下がると収縮jy C帯状1水板支と
コンクリ−1〜との間に透き間か出来、それが水みちと
なることもある。
In addition, the reaction heat C1 when the concrete 1- hardens and covers the band-shaped waterstop plate, Ω-, solidifies in a state of thermal expansion, or after that, 1
; When the temperature drops to 1 temperature, a gap is formed between the contraction jy C band-shaped water plate support and the concrete 1~, which may become a water channel.

従って、従来化41′?Iる水みら4防1にする方法と
しては、現場作業において容易に実施され且つ確実に防
1[出来る方法が11要である。。
Therefore, conventionalization 41'? There are 11 methods that can be easily implemented in field work and that can reliably achieve prevention 1. .

囚って、発明者らは、探究の結果、水みちに!]水液を
注入して充填同化さける必・ルがあるが、その手段とし
て、帯状止水板に11.:水液の流出口を設定乃ること
が考えられるが、帯状+l水板は、二1ンクリーhの打
設時に埋設されるため、特に、セメン1〜液()IN 
) iま+t゛水液の流出[」を小さくしても容易に浸
入しやづく、固化し、110「1・5るため不可fil
−cあ−)た。
Captured, the inventors, as a result of their exploration, find themselves on the water road! ] There is a need to inject water to avoid filling and assimilation, but as a means of doing so, 11. : It is possible to set an outlet for the water liquid, but since the strip + l water plate is buried when pouring the 21st concrete, it is especially important to
) Even if the water outflow [] is made smaller, it will easily infiltrate, harden, and cause 110 "1.5 filtration".
-ca-)ta.

この問題を解θl する必要に迫り11試行111誤の
結果、きわめで曲中な方法で、しかt)IMf実に防止
効果がIrl +)れるブ)法をSAいだした0の(あ
る。
It became necessary to solve this problem, and as a result of 11 trials and 111 errors, I came up with a SA method that was extremely effective in preventing IMf.

次に、この発明の方法に言及づる。Next, reference will be made to the method of this invention.

第3図−aは、この発明の二1ンクリー1〜(?11造
物の止水、F法に使用される帯状の止水注入板の横断面
を示したものであり、プラスチック又LL ニーrム製
からなるもので、使用箇所に対応して適切イI:用1イ
6性が決められる。第3図−1)は、同部分側面図であ
る。
Figure 3-a shows a cross section of a band-shaped water-stop injection plate used in the F method for water-stopping of structures 21 to 11 of this invention. It is made of aluminum, and its appropriate properties are determined depending on the location where it is used. Figure 3-1) is a side view of the same part.

図において、5は」ンクリー1〜構造物の埋設部に必要
な長さの帯状の止水注入板であり、55a、5bはその
両側に設(プられた拡大形状部(、中央に止水液の流路
孔7.8が設定されている。5(1は帯状部である。
In the figure, 5 is a band-shaped water stop injection plate with a length necessary for the buried part of the concrete 1 to the structure, and 55a and 5b are expanded shaped parts (pulled in the center) on both sides. Liquid flow passage holes 7.8 are set. 5 (1 is a band-shaped part).

この止水注入板6畳−の中央には、緩衝部J Gが設り
られ、この緩衝部5Cは、本例で゛は、継ぎ目の割れ口
部2に対応づる部分のため伸縮性をに1与する必要のた
め、中空部6が設定されている。この緩衝部は用途に対
応して、撓み状態等各種の形状に設定されるものである
。9は拡大形状部りa、51)の外側の江意の箇所に形
成される溝部、10は止水液の流出口、11は逆止弁的
機能体(ある。
A buffer section JG is provided in the center of this 6-tatami water stop injection plate, and this buffer section 5C, in this example, is a portion that corresponds to the crack 2 of the seam, so it has no elasticity. 1, a hollow part 6 is provided. This buffer section is set in various shapes, such as a flexed state, depending on the application. Reference numeral 9 indicates a groove portion formed at a position on the outside of the enlarged portion a, 51), reference numeral 10 indicates an outlet for the water stop liquid, and reference numeral 11 indicates a check valve-like functional body.

この逆止弁的機能体を受入れるttlj部の形状は、本
図においては、逆止弁的機能体11には板状の逆止弁的
機能体が使用されるため、角形の四部を形成したもので
あるが、使用される逆止弁的機能体の種’un並びに形
状によって、各(Φの逆止弁的機能体の受入用の)jl
lが形成されるしのぐある。たとえば、庖水加工を施し
た各種の繊411.44斜からなる紐、または管状紐、
スポンジ紐智の角形、丸形等の各梯形状の渦が形成され
る。この鳴合は、接着の必要かないので、組類か容易に
Jilt (J出さないように渦の挿入口をわずかにヒ
ぽめることがりYましい。
In this figure, the shape of the ttlj part that receives this check valve-like function body is formed into four rectangular parts because a plate-shaped check valve-like function body is used for the check valve-like function body 11 in this figure. However, depending on the type and shape of the check valve-like function body used, each jl (for receiving the check valve-like function body of Φ)
There is a chance that l will be formed. For example, a string made of various fibers 411 and 44 diagonally treated with water repellent, or a tubular string,
Square, round, etc. ladder-shaped vortices are formed on the sponge string. This ringing does not require any adhesive, so it is recommended that the insertion opening of the vortex be slightly lowered to prevent it from coming out.

上記のとd5す、この溝(コ゛使用さ4Iる逆由弁的(
幾能体は紐状の逆止弁的機能体が使用されるものである
In the above d5, this groove (also used as a reversal valve)
The geometric body uses a string-like check valve-like functional body.

この絹状の逆止弁的(幾111体は、[・メン1へ液の
侵入を用土す−るか、流路孔からの汀へ圧によって、容
易に変形しC流出みらを形成りるしの、あるいは、撥水
加工にて侵入を防止りるが止水液の透過性を保持りるし
の等で形成される0のC′、容易に逆止弁的機能を発揮
Jるbので・ある。また、管状紐の場合は、中空部の空
気の調整をりることも可能である。
This silk-like check valve-like structure is easily deformed to form an outflow hole by preventing liquid from entering the hole 1 or by pressure from the flow channel hole. The C' of 0, which is formed by a water-repellent treatment that prevents intrusion but retains the permeability of the water-stopping liquid, can easily function as a check valve. (b) In the case of a tubular string, it is also possible to adjust the air in the hollow part.

第3図に示す逆止弁的機能体1′1は、テープのような
板状のものを示したもので、たとえ(、シ、紙、布、軟
質フィルムなどのストリップに、一般に1吏用されてい
る感圧接着剤を塗布したものを溝部9に添着、または、
可剥性塗料(ストリッパブルコーディング)を溝部9に
塗布して剥離性膜を形成づる等、セメント液の浸入を防
ぐが、止水液(よ容易に注出が可能な逆止弁作用を行な
わμるものである。
The check valve-like functional body 1'1 shown in FIG. Apply a pressure-sensitive adhesive to the groove 9, or
A strippable coating is applied to the groove 9 to form a strippable film to prevent the infiltration of cement liquid, but a water stop coating (stripping coating) is applied to the groove 9 to form a strippable film, but a water stop coating (stripping coating) is applied to the groove 9 to form a strippable coating. It's something to be considered.

上記]L水汗入板iは、ゴム又はプラスブック等からな
る適度の可撓性を有づる図示のよう<K−例示の断面形
状の所要の長さを右づる帯状jA 4形成規るものであ
って、流路孔7.8(Jl、所要の長さにわたって、貫
通状体に成形され、該流路孔7.8の一方には注入に際
して盾脱閉鎖可能4J:栓J、たはバルブを設(〕、他
方から1水液を注入りる1、流路孔7.8の外側に設り
られる溝部9には流路孔7.8と連通ずる流出口10を
、止水液を曽1人Jべき範囲の長さにわたって設定し、
流出II 10の外側の溝部には上記の逆止弁的機能体
11を設りる。この第3図の例示の流出口′10(ま、
適当な間隔ごとに設(′jだ円形穴の例を示したしので
あるが、円形に限定するもの−Cなく、J、た、iil
’i部9の方向し外向きの側部に限定り−るt)のc′
イ「い。
[Above]L water perspiration board i is made of rubber or plastic book, etc. and has appropriate flexibility.As shown in the figure The channel hole 7.8 (Jl) is formed into a penetrating body over the required length, and one of the flow channel holes 7.8 is provided with a plug 4J, which can be removed and closed during injection. A valve is provided (1) for injecting water from the other side, and a groove 9 provided on the outside of the flow path hole 7.8 has an outlet 10 that communicates with the flow path hole 7.8 to inject water stop liquid. is set over the length of the J-power range,
The above-mentioned check valve-like function body 11 is provided in the groove portion outside the outflow II 10. The exemplary outlet '10 of FIG.
Although we have shown an example of an oval hole, it is not limited to a circular hole.
'c' of t) limited to the outward facing side of part 9
I: “No.

なJ3、逆止弁的(幾1止体を受入れる(115部っは
、拡大部E) ” 、51.’の91側の任息の箇所に
設0られうるちのであるが、0:水注入板塁−の取1枝
い口、1および−」シクリー1−ロ設時に、逆11弁的
問能休11が外力によって10傷されたり、F2+[I
n2さ1したりしないよ′うに保護的なイ′1用をもな
すしのC+Iりり、+Lつて、拡大部5″)a、511
の側面や底面部1.1iQ 1ノるのか好ましい。上記
逆止jf的酸機能41 ’+は、セメン(〜液(]1」
)か止水液の流出IT、l 10 hII+ jジムし
、流出口10i1−3よび流路孔7.8を開≦で1りる
ことのない、J、うに一時的にシールするための0ので
ある。
J3, like a check valve (accepts a number of stop bodies (115 parts are enlarged part E), can be installed at the designated location on the 91 side of 51.', but 0: water When installing the pouring plate base, the 1 branch opening, 1 and
C+I Riri, +L, enlarged part 5") a, 511
It is preferable that the side and bottom parts are 1.1iQ 1. The above-mentioned anti-reverse acid function 41'+ is cement (~liquid (]1'
) or water stop solution outflow IT, l 10 hII+ It is.

従つ−C1]ンクリー1−(昌)6物が固1シシた後、
止lJ< ニーJ入仮iの回りに充填不足で空1III
I)11空隙等による水みl)か出来、水漏れを牛J、
q ()/こ1易合、dし路孔7.8に止水液を加圧注
入づると、空隙等の充填不足部には、流路孔7.8から
の11水油の圧力で、逆止弁的機能体11を押し問いて
、充肌不足部に自然硬化性の止水液が充填され固化Jれ
ば、水みらはIJ止され、水漏れはなくなる。
-C1] After the 6 things have been solidified,
Stop lJ < Knee J input Temporary i is empty due to lack of filling
I) 11 Water leakage due to voids, etc. l) Water leakage caused by cow J,
q () / When this happens, when the water stop liquid is injected under pressure into the passage hole 7.8, the pressure of water and oil from the passage hole 7.8 will fill the gaps and other parts that are insufficiently filled. When the check valve-like functional body 11 is pressed and the naturally hardening water stop liquid is filled into the insufficient skin area and solidified, the water leakage is stopped and water leakage disappears.

なお、)h部9に設(プられる流出口10は、fM部9
の止水液の注入長さにわたって)の当な間隔ごとに設置
プられでいるが、使用箇所の状態iこj、)でtよ、流
出口と流出口の間に空洞A′)空隙がJ6るどさ、万一
、止水液が充分注入されないd−3それのありうること
も考慮してJ3<必要がある。その対策の一例として設
置1されたものが、第4図に例示したものである1゜ 第4図−aは、止水汗入板匡の両側の11水)−1人域
の一方の拡大形状部E5+)(反り・1側の拡大形状部
5aは同様につき省略)の流出口10の状態を1(h而
に−C示したものであり、第4図−1)は、同側面の部
分側面図である。
Note that the outflow port 10 installed in the h section 9 is the fM section 9.
It is installed at appropriate intervals over the injection length of the water stop solution), but in the condition of the point of use i, j,), and t, there is a cavity A') between the outflow ports. J6 is irritating, and in the unlikely event that the water stop solution is not injected sufficiently, d-3 it is necessary to take into account the possibility of this happening. The measures installed as an example of this are shown in Fig. 4. Fig. 4-a shows an enlargement of one side of the 11-person area on both sides of the waterproof sweat-filled board box. The state of the outlet 10 of the shaped part E5+) (the enlarged shaped part 5a on the warped/1 side is omitted as it is the same) is shown in Figure 4-1. FIG.

ずなわら、適当な間隔ごとに設置プられた、流路孔7.
8と連係する穴状の流出口10を繋さff/j12にて
連結したものである。
Of course, the flow passage holes 7 are installed at appropriate intervals.
8 and a hole-shaped outlet 10 connected to each other are connected at ff/j12.

第5図は、第4図の繋ぎ溝12に代って、拡大形状部5
11 (反対側の拡大形状部;5z!は同様につき省略
)の11−水注入域の長さに連れt状fルの流出口を設
定した例を示したものである1゜ 第55図−a(J、1ifL出[」どして、+1目にし
た切れ目を形成した状態を断面にて示したL)ので、第
5図−bは、同側面を部分側面図でカ、Lノ/、−もの
C゛あり、図にJ−3(1−(,13は流出口で、LI
J J叫1に連続状態に形成されているため、LIJ何
なる使m箇所の状態におい−C使用されても、どの部分
(、二空隙が出来てし、止水液がJみやかに全1本に充
填、(れるため好ましいしのである。なお、図示のとお
り、逆止弁的(幾能体11は流出D 13 、、、l−
に形成(\れる。
FIG. 5 shows an enlarged shaped portion 5 in place of the connecting groove 12 in FIG. 4.
11 (enlarged shaped part on the opposite side; 5z! is omitted as well) - This is an example of setting a T-shaped outlet along the length of the water injection area 1゜ Fig. 55 - a(J, 1ifL exit['') to form a cut at +1 is shown in cross section. Therefore, Fig. 5-b is a partial side view of the same side. , - thing C'' is shown in the figure, J-3 (1-(, 13 is the outlet, LI
Because it is formed in a continuous state, no matter what condition the LIJ is used in, there will be two voids and the water stop solution will be completely absorbed. This is preferable because it can be filled into one bottle. As shown in the figure, the geometrical body 11 has a check valve type (the geometrical body 11 has an outflow D 13 , , l-
to form (\reru).

第6図は、流出[I]14,15を、!1水注入板5の
??!状部5 (Jど拡大形状部51) (Iiン・I
 Ill!lの拡大部58は同様につき省略)との会員
(・1)11の隅部1Gに、適当な間隔を置いて設()
た1す1イー小したものて・(bるつ場合によっ−(は
、4−下のと(+1)が一方でもにい4、な43、流出
口14.15に設置Jる逆止弁的機能体11は、連続的
あるいは各流出口ごとに部分的に設[“Jられてもよい
Figure 6 shows outflow [I] 14, 15! 1 water injection plate 5? ? ! shaped part 5 (J enlarged shaped part 51) (Ii in・I
Ill! The enlarged part 58 of l is the same and is omitted).
4, 43, a non-return check installed at the outlet 14.15. The valve-like function body 11 may be provided continuously or partially for each outlet.

また、第6図の隅部に流出口を設けたものと、第3図〜
第8図のような拡大形状部5a、5bの他の部分に流出
口を設【」たものとを同時にIll用して注入を行なっ
てもよい。
In addition, the one with the outlet in the corner of Figure 6 and the one with the outlet in the corner of Figure 3-
Injection may also be carried out by simultaneously using enlarged portions 5a and 5b with outflow ports provided in other portions as shown in FIG.

第7回部、第6図の流出[二114.15の外側に、第
3図〜第4図と同様溝部9を設けたしのC“′あるが、
この場合は、隅部の補強を考慮し′Cυ定りる必要があ
る。補強を考慮すれば、第4図、第5図の流出[1のよ
うな各種の流出口が設けられる。
7th part, the outflow in Figure 6 [2114.15 There is a groove 9 on the outside of Figure 3-4, but
In this case, it is necessary to determine 'Cυ in consideration of corner reinforcement. Considering reinforcement, various types of outlets such as the outlet [1] shown in FIGS. 4 and 5 are provided.

第8図は、紐状の逆止弁的機能体を使用りる場合の一例
を示したもので、前記のとおり、各種の種類並びに各種
の形状の1状の逆止弁的機能体が使用されうるちのであ
る。
Figure 8 shows an example of the case where a string-shaped check valve-like functional body is used.As mentioned above, various types and shapes of one-shaped check valve-like functional bodies are used. It is the one that can be done.

図(よ、止水注入板−5−の両側の止4く注入域の一方
の拡大形状部5b <反対側の拡大形状部5 XIl、
J、同様につき省略〉の流出口方向の状態を示した拡大
形状部の断面であり、8は流路孔、17は流出口で、前
記第3図〜第5図の場合や各種の流出りの構成が適宜に
使用されうるしのて゛あり、溝a++ 1aは、前記の
紐状の逆止弁的機6L体を使用する場合の一1シリ@示
したしので、本例の逆11−弁的機能1ホ19は丸形の
紐を使用する場合を例示したもので、)へ1彩もほぼ丸
形に+tp成し、挿入11をわずかにけばめた形状どし
たものである。
Figure (Yo, one enlarged shaped part 5b of the stopper injection area on both sides of the water stop injection plate-5-<enlarged shaped part 5 on the opposite side XIl,
8 is a flow passage hole, 17 is an outlet, and is a cross section of an enlarged shaped part showing the state in the direction of the outlet of J. (similarly omitted). The structure shown in FIG. Function 1 Ho 19 is an example of a case where a round string is used, and Ho 19 has a substantially round shape +tp, and the insert 11 has a slightly fluffed shape.

−lニ記の構成に、13いて、流路孔7、Bに注入され
る止水液は、有機υ7系、無機質県費の硬化性の各(J
の井水液が使用の各種構造物の状態に応じて選定される
13, the water stop liquid injected into the channel holes 7 and B is composed of organic υ7 type and inorganic hardening liquid (J
Well water fluid is selected depending on the condition of the various structures in which it will be used.

これらの山水液)よ、その時の渦電によって、その粘度
(,11時間の経過と共に高くなイ)しのであり、注入
に+17適な易)A七可能な時間内に71人を完了づ−
る圧力にC注入づる必要がある。
Due to the eddy currents at that time, the viscosity (11) of these liquids increased as time passed, making it easier to inject (+17).
It is necessary to inject C to the pressure.

ノJとλば、初J!IJ粘度をllo 、 fly間を
 1、時間当りの粘1αの上背速度をαで近似さりと、
粘1旦μ−μo (1−1−U ()+’、: <+:
る。
No J and λba, first J! Approximating the IJ viscosity as llo, the fly distance as 1, and the upper back velocity of viscosity 1α per hour as α,
Viscosity 1μ−μo (1−1−U ()+′,: <+:
Ru.

使用上好適な易流可能な時間を 1111とすると、t
m ++5間内に注入を完了!するにVQ する注入圧
ノJPは次式“(与えられる。
Assuming that the free flow time suitable for use is 1111, t
Injection completed within m ++5 minutes! Then, the injection pressure JP corresponding to VQ is given by the following equation.

’luo Q’ Lo (7Cr2 1.o )−2V
 )P″= πI” (ls log、 (il、、 LX jll
l )式中、AOは流路孔の長さ、は注入りへさ空隙部
体積、rは流路孔半径、(Isは重力の加速度、すなわ
ち、空隙部が止水液の流路孔の注入側から最も遠いとこ
ろにあったとしても、注入IJ力を1)以上とすれば、
注入時間 til1以内に注入庖完了づることが出来る
ものである。
'luo Q' Lo (7Cr2 1.o)-2V
)P″= πI” (ls log, (il,, LX jll
l) In the formula, AO is the length of the channel hole, is the volume of the injection cavity, r is the radius of the channel hole, (Is is the acceleration of gravity, i.e., the diameter of the channel hole where the cavity is filled with water stop liquid) Even if it is farthest from the injection side, if the injection IJ force is 1) or more,
The injection can be completed within 11 hours of injection time.

単位秒ごとの粘度−hn比α・・0,001、tm =
GOOsec、、V= 2000 cm3、L o =
2000 Cl1l どりれば、?r p ト1725−−1,725 kg、/ cn12 
となる。
Viscosity-hn ratio per unit second α...0,001, tm =
GOOsec, , V = 2000 cm3, L o =
2000 Cl1l What if I go back? r p t1725--1,725 kg, / cn12
becomes.

nff1 1なわも、この場合は、1つ≧ 1 、725 J、、
’ cm2として、 tnl≧ 10m1+1において
完全に法人出来る。
nff1 1 rope, in this case, one ≧ 1, 725 J,,
' As cm2, it can be fully incorporated at tnl≧10m1+1.

従って、もし、圧力を下げた()れば、Loを短く、μ
0か小さく、αの小さい止水液を用いればよいことにな
る。
Therefore, if we lower the pressure ( ), we can shorten Lo and μ
It is sufficient to use a water stop liquid with α of 0 or less.

以上説明したように、この琵明の止水二l法は、止水注
入板の両側の拡大形状部に、非常に小スケールの実用的
な逆止弁的機能体を設定したもので、止水注入板の製作
もきわめ−C容易イ(1(θ易構造とすることか出来、
従って、故障のJ3(=れのない構造体であり、しか−
b1流出口へのLメント溶液の侵入か一1ンバクトなl
f4成にて有効に防1にされ、きわめて容易に、自然硬
化の止水液を)1人力ることが出来、漏水のみを容易に
封止することを可能とした!M i々体を特徴と一す−
るもので、江人圧ツノにて逆止弁的機能体を押し問いて
、使用11−水)1臀の易流可能11.1間内に漏水み
ら4月11−りる二Iンクリーl−JfI:造体のJ]
−水工法Cある。
As explained above, Bimei's water stop 2l method is a method in which a very small scale practical check valve-like functional body is set on the enlarged portions on both sides of the water stop injection plate. The production of the water injection plate is also extremely easy.
Therefore, the faulty J3 (= structure with no fault, only -
Is there any possibility that the liquid solution may have entered the b1 outlet?
F4 composition effectively prevents water leakage by one person and makes it possible to easily seal only water leaks! Characteristics of Mi body
With this, I pressed the check valve-like function body at the Ejin pressure horn, and used 11-Water) 1 buttock easy flow was possible. l-JfI: J of structure]
- There is water construction method C.

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

第1図=a 、 l)は、従来の帯状11ホ板使用のコ
ンクリ−1・4古造物の止水断面図、 第2図−a、1〕は、従来の帯状1日1く板の打設断面
tこお(3ろ水割れ発生状態の説明図、第3図−aは、
この発明のコンクリ−1−構造物の止水工法におりる帯
状の止水注入板の横断面図、第3図−1)は、同部分側
面図、 第4図−aは、第3図の流出[1の111!の状態例を
示づ止水31人板の拡大形状部の断面図、第4図−bは
、同部分側面図、 第5図−aは、止水注入板の流出口に連続した切れ目を
形成した例を示す拡大形状部の…i面図、第5図−1)
は、同部分側面図、 第6図は、止水注入板の帯状部と拡大形状部との交点付
近の隅部に流出口を設りた例を承り拡大形状部の断面図
、 第7図は、第6図の流出口の外側に)jへ部を設(すた
例を示す拡大形状部の断面図、 第8図は、絹状の逆止弁的(幾能体を設りた例を示づ拡
大形状部の断面図である。 1・・・コンクリート構造物 2・・・継き目の割れ1
11部漫−・・・止水注入板 5 a z 5 ”・・
・拡大形状部5d・・・帯状部 7.8・・・流路孔9
.1B・・・溝部 10.13.14.15.17・・・流出口12・・・
繋ぎ溝 11.19・・・逆止弁的1幾能体16・・・
隅部 代理人 弁理士 人 l;15 泰 山第3図 第6図 自発手続補正内 1、事イ11の表示 昭和58年特許願第211 /l/1 B弓2、発明の
名称 二1ンクリー1〜(t4造物の止水1i′7.3、補正
をする者 事イ!1どの関係 特許出願人 大阪府大阪市人工存区餌差町7111G O”y株式会
社大阪防水建flR社 代表当 宇賀照夫 東京部品ハ目ス大井7丁[13o番L3貝株式会社 二
 シ 〜ア マ 代表者 西 山 敬二部 4、代理人 う550 大阪市西区江戸堀1−J” 1.、l 2巳
5番3o弓(とみたピル)四大阪 (06) 441−
1100 (代)7.7.。、1151.1.−1−1
扁%0、補正の対象 明細佛の発明の詳細な説明の欄および図面の簡単な説明
の欄並びに図面。 6、補正の内容 (1) 明、III!1!134JPJ4行FA ト’
45 b h Ill (D 17j]に、次の文を挿
入する。 [なお、この第8図の例においU、if/i部1Bへの
逆止弁的機能体1つの挿入操作が容易であることが好ま
しいので、挿入操作の容易な形状例を、第9図に、拡大
形状部5bの拡大断面として示づ−。 図において、5は止水注入板、5(Iは帯状部、5)I
)は拡大形状部、8は流路孔、17は流出D 、 ’1
8 k;目jへ部で、溝状開口部20は、第8図同様、
円形のi^°1部18部内8よりわずかに小さく形成さ
れて、逆目弁内機能体1つがはずれにくくされているも
のであるが、この第9図は、特に、溝状間口部20の外
側に、逆止弁的機能体19の挿入のガイドとしてのくさ
び抗開11部21を設けるものである。このガイドを設
置Jるど、長い円形の紐状体の挿入操作が非常に楽に行
なわれる利点がある。本例に挿入される逆止弁的機能体
19は、前記のどJ3す、二Lラストマーぞの他の円形
断面または中空断面の紐状体が使用される。] (2) 1iiJ第14頁第10テj目の1’ I’、
o = 2000 cm とηれは、」を。 1!、o= 20000In 、r = O,b C1
1lどりれは、1ど補正する。 (3) ll1)第16頁第11(j目と第12 (−
i 1.’lの間に、次の文を加入づ−る。 I−第9図は、第8図の他の実施例を小・j拡大形状部
の拡大断面図である1、1 (4) 第9図を別紙部(=Jのとa3り追加りる。。 以上 第9図
Figure 1 (a, 1) is a water-stop sectional view of a concrete 1/4 old structure using conventional strip-shaped 11-plate plates, and Figure 2-a, 1] is a water-stop cross-sectional view of a conventional concrete 1/4-plate concrete structure. The pouring cross section t (3) is an explanatory diagram of the state where water cracking has occurred, Figure 3-a is
3-1) is a side view of the same part, and FIG. Outflow [1 of 111! Fig. 4-b is a side view of the same part, and Fig. 5-a is a cross-sectional view of an enlarged shaped part of the water-stop plate showing an example of the state of the water-stop plate. i-plane view of the enlarged shaped part showing an example of the formed part, Fig. 5-1)
is a side view of the same part, Fig. 6 is a sectional view of the enlarged part in an example in which an outlet is provided in the corner near the intersection of the band-like part of the water stop injection plate and the enlarged part, and Fig. 7 Figure 8 is a cross-sectional view of an enlarged shaped part showing an example in which a part is provided outside the outlet in Figure 6. It is a sectional view of an enlarged shaped part showing an example. 1... Concrete structure 2... Cracks in joints 1
Part 11 - Water stop injection plate 5 az 5”...
・Enlarged shaped portion 5d...Striped portion 7.8...Flow path hole 9
.. 1B... Groove 10.13.14.15.17... Outlet 12...
Connecting groove 11.19...Check valve-like 1 geometric body 16...
Corner agent Patent attorney Person l; 15 Yasuyama Figure 3 Figure 6 Indication of voluntary procedure amendment 1, fact A 11 1982 Patent application No. 211 /l/1 B bow 2, name of the invention 21 1~(t4 Water stoppage of structures 1i'7.3, person making amendments 1!1 What relationship Patent applicant 7111Esashi-cho, Artificial District, Osaka City, Osaka Prefecture O"y Co., Ltd. Representative of Osaka Suizuken flR Co., Ltd. Uga Teruo Tokyo Parts Hamesu Oi 7-chome [13o L3 Kai Co., Ltd. 2-A Representative Keiji Nishiyama Department 4, Agent U550 1-J Edobori, Nishi-ku, Osaka 1., l 2mi 5-3o Tomita Pill Shi Osaka (06) 441-
1100 (generation) 7.7. . , 1151.1. -1-1
%0, Specification to be amended: Detailed description of Buddha's invention, brief description of drawings, and drawings. 6. Contents of amendment (1) Ming, III! 1!134JPJ4 line FA To'
Insert the following sentence into 45 b h Ill (D 17j). [In addition, in the example of Fig. 8, it is easy to insert one check valve-like functional body into the U, if/i section 1B. Therefore, an example of the shape that facilitates the insertion operation is shown in Fig. 9 as an enlarged cross section of the enlarged shaped portion 5b. I
) is the expanded shape part, 8 is the channel hole, 17 is the outflow D, '1
8 k; At the end of the eye j, the groove-shaped opening 20 is as shown in FIG.
The circular i^°1 part 18 is formed slightly smaller than the inner part 8 to make it difficult for one function body in the back-eye valve to come off. A wedge anti-opening portion 21 is provided on the outside as a guide for inserting the check valve-like functional body 19. By installing this guide, there is an advantage that the insertion operation of the long circular string-like body can be performed very easily. As the check valve-like functional body 19 inserted in this example, a string-like body having a circular cross section or a hollow cross section other than the above-mentioned throat J3 and 2L lastomers is used. ] (2) 1iiJ page 14, 10th item 1'I',
o = 2000 cm and η. 1! , o=20000In, r=O,b C1
If the difference is 1l, correct it by 1. (3) ll1) Page 16, No. 11 (jth and 12th (-
i1. Add the following sentence between 'l'. I-Figure 9 is an enlarged cross-sectional view of the small/j enlarged shape part of another embodiment of Figure 8. .. Above is Figure 9.

Claims (1)

【特許請求の範囲】 fil ’iiJ IQ性を右りる帯状の止水注入11
1の両側の拡大形状部に葎水液の流路孔と、該流シ゛8
孔がらの流出[1を、拡大形状部の外側の溝部:J: 
/、:は帯状部と拡大形状部どの交点付近の隅部に設(
J、該溝部または7” J3よび隅部に逆止弁的機能体
を段【ブーに止水注入板を、]]ンクリー1〜構造の柚
ざ目の割れ目部に架橋的に埋設し、この止水注入板を利
用して、使用止水液のそれぞれの易流可能な11部1間
内に注入を完了Jる圧ツノにて、止水液を流路孔に注入
して、」ニ記逆止弁的(幾能体を押し問いく、11水江
人板の回りの漏水みちにIJZ水液を圧入硬1日、て封
止することを特徴とするコンクリート4i4 胎動の止
水工法。 f21 1fii部または隅部の止水液の流出11が、
適宜な間隔ごとに5月プられた特許請求の範囲第1項記
載のコンクリ−1〜構3′11物の止水工υ、0(3)
溝部または隅部の止水液の流出口を適宜な間隔ごとに設
け、該間隔ごとの流出口の出口にJ3いて、各流出口を
結ぶ繋ぎ溝を設【ノだ特許請求の範囲第1項記載のコン
クリ−1〜構造物の止水工法。 (4)溝部または隅部の止水液の流出口を連続の切れ目
状に形成した特許請求の範囲第1項記載のコンクリート
構造物の小水工法。 (5)逆止弁的機能体が、板状または紐状である特許請
求の範囲第1項記載のコンクリート構造物の止水工法。
[Claims] fil 'iiJ Band-shaped still water injection that improves IQ properties 11
1, there are flow passage holes for the eggplant water liquid in the enlarged shaped portions on both sides of the flow sheet 8.
Outflow of pores [1, outer groove of enlarged shape part: J:
/, : are set at the corner near the intersection of the strip part and the enlarged shape part (
J, a check valve-like functional body is buried in the groove or 7" J3 and the corner [water stop injection plate in the boo,]] in the crevice of the citron 1~ structure in a bridging manner, and this Using the water stop injection plate, inject the water stop liquid into each part where it can easily flow. Using the pressure horn, inject the water stop liquid into the flow path hole. Concrete 4i4 water-stopping construction method characterized by press-fitting IJZ water into the water leakage path around the 11 Mizuejin board to seal it like a check valve. f21 Water stop liquid leakage 11 from the 1fii part or corner is
Water stop work for concrete structures 1 to 3'11 according to claim 1, filed in May at appropriate intervals, υ, 0 (3)
Outlets for the water stop liquid in the grooves or corners are provided at appropriate intervals, and a connecting groove is provided at the outlet of the outlet at each interval to connect each outlet.Claim 1 Concrete 1 - Water stop construction method for structures described. (4) A small water construction method for a concrete structure according to claim 1, wherein the outlet of the water stop liquid in the groove or corner is formed in the shape of a continuous cut. (5) The water stop construction method for a concrete structure according to claim 1, wherein the check valve-like functional body is plate-shaped or string-shaped.
JP58211448A 1983-11-09 1983-11-09 Cut-off work for concrete structure Granted JPS60102406A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58211448A JPS60102406A (en) 1983-11-09 1983-11-09 Cut-off work for concrete structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58211448A JPS60102406A (en) 1983-11-09 1983-11-09 Cut-off work for concrete structure

Publications (2)

Publication Number Publication Date
JPS60102406A true JPS60102406A (en) 1985-06-06
JPS6316524B2 JPS6316524B2 (en) 1988-04-09

Family

ID=16606116

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58211448A Granted JPS60102406A (en) 1983-11-09 1983-11-09 Cut-off work for concrete structure

Country Status (1)

Country Link
JP (1) JPS60102406A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0328734A2 (en) * 1988-02-18 1989-08-23 Hüls Troisdorf Aktiengesellschaft Meathod of sealing the ridge area of a gap
JP2003307464A (en) * 2002-04-16 2003-10-31 Ohbayashi Corp Water leakage inspection method for concrete dam and water leakage treatment method
JP2009282006A (en) * 2008-05-23 2009-12-03 Nishigi Keisoku Consultant:Kk Water leakage inspection, water leakage treatment method for concrete dam, and device used for water leakage inspection, water leakage treatment method for concrete dam
CN103422515A (en) * 2013-09-03 2013-12-04 衡水鑫盛达工程橡胶有限公司 Water stop belt and locating method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0328734A2 (en) * 1988-02-18 1989-08-23 Hüls Troisdorf Aktiengesellschaft Meathod of sealing the ridge area of a gap
JP2003307464A (en) * 2002-04-16 2003-10-31 Ohbayashi Corp Water leakage inspection method for concrete dam and water leakage treatment method
JP2009282006A (en) * 2008-05-23 2009-12-03 Nishigi Keisoku Consultant:Kk Water leakage inspection, water leakage treatment method for concrete dam, and device used for water leakage inspection, water leakage treatment method for concrete dam
CN103422515A (en) * 2013-09-03 2013-12-04 衡水鑫盛达工程橡胶有限公司 Water stop belt and locating method thereof

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JPS6316524B2 (en) 1988-04-09

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