JPS61122175A - Waterproofing bond for concrete structure - Google Patents

Waterproofing bond for concrete structure

Info

Publication number
JPS61122175A
JPS61122175A JP24125084A JP24125084A JPS61122175A JP S61122175 A JPS61122175 A JP S61122175A JP 24125084 A JP24125084 A JP 24125084A JP 24125084 A JP24125084 A JP 24125084A JP S61122175 A JPS61122175 A JP S61122175A
Authority
JP
Japan
Prior art keywords
adhesive
sealing material
concrete structure
bonding
joint surface
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
JP24125084A
Other languages
Japanese (ja)
Other versions
JPS6250437B2 (en
Inventor
律 三浦
厚 小椋
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.)
Hokukon Co Ltd
ThreeBond Co Ltd
Original Assignee
Hokukon Co Ltd
ThreeBond Co Ltd
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 Hokukon Co Ltd, ThreeBond Co Ltd filed Critical Hokukon Co Ltd
Priority to JP24125084A priority Critical patent/JPS61122175A/en
Publication of JPS61122175A publication Critical patent/JPS61122175A/en
Publication of JPS6250437B2 publication Critical patent/JPS6250437B2/ja
Granted legal-status Critical Current

Links

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 〈産業上の利用分野〉 本発明はコンクリート構造体などのような粗面もしくは
不整形な表面を有する構造体の防水接合に関する。
DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to waterproof joining of structures having rough or irregular surfaces, such as concrete structures.

〈従来の技術>              :、、 
パ従来例えばコンクリート製のマンホール部品淘+シ= などの構造体を組立てる場合、各構造体の接合面には流
動性を有する接着剤を余分に塗布して接合面を押し付け
て接合する方法が一般忙行なわれていた。この方法では
接着剤と構造体表面との接合面で浸水し易いなどの欠点
がある究め、この改良方法として接合面に接着剤と共に
接着剤パテもしくは流動性接着剤含浸体を挿入し、構造
体で挟圧して接着し、漏洩を防止していた。
<Conventional technology> :,,
Conventionally, when assembling structures such as concrete manhole parts, the common method is to apply an extra amount of fluid adhesive to the joint surfaces of each structure and press the joint surfaces together to join them. He was busy. We found that this method has drawbacks such as easy water intrusion at the bonding surface between the adhesive and the surface of the structure, and as an improvement method, we insert adhesive putty or a fluid adhesive impregnated material into the bonding surface together with the adhesive. This was done by applying pressure and adhesion to prevent leakage.

しかしこれらの方法でも接着剤の硬化後は接着面での漏
洩を完全に防止することは出来なかつto〈発明が解決
しようとする問題点〉 本発明は接着剤の硬化後も永年にわたって漏洩を完全く
防止する接合方法を提供するものである。
However, even with these methods, it is not possible to completely prevent leakage at the adhesive surface after the adhesive has hardened. The present invention provides a bonding method that prevents this from occurring.

く問題を解決するための手段〉 双方の構造体の接着強度は接合面の接着剤〈よることは
従来と同じであるが、構造体表面と接着剤の接合面等に
浸入して来た水分は膨潤性を有するシール材の膨潤によ
る押圧力により完全に防水するものである。
Measures to solve the problem〉 The adhesive strength of both structures depends on the adhesive on the joint surface (as in the past, but the moisture that has entered the joint surface between the structure surface and the adhesive, etc.) The sealing material is completely waterproof due to the pressure exerted by the swelling of the swellable sealing material.

く作 用〉 水分の浸入による膨潤性のシール材の膨潤により、更に
強度のシール効果が発生するために接合面の粗さや不整
形に関係なく完全なシールを行なうことが出来る。
Effect> The swelling of the swellable sealing material due to the infiltration of moisture produces an even stronger sealing effect, making it possible to achieve a complete seal regardless of the roughness or irregularity of the joint surface.

〈実施例〉 第1図はマンホールや受水槽などのコンクリート構造体
の接合面の形状を示す断面図で、一方の構造体すの接合
面に凹溝を、他方の構造体aの接合面に凸Ak設け、位
置合せを容易にすると共に接合面の長さを長くして接合
強度を強くするものである。第2図は第1図の接合面に
本発面の方法を実施する接合準備を示す断面図で、b側
の凹溝に流動性のある接着剤1を必要量だけ充分に全周
に塗布し、膨潤性を有するシール材2を接着剤1の上側
からなかば埋没するように全周にわtって置く。このよ
うにして第3図に示すように接着する。同図−は接合面
が正常な状態のもので、b側の凹溝にa側の凸堤が一様
に嵌合し、接着剤1は接合面に一様にひろがって接着す
ると共に、膨潤性シール材2も両接合面で挟圧さ九て押
しつぶさ九九形となっている。同図(Blは接合面が不
整形な異常な状態のもので、接着剤1が全面に行きわた
らなかった状態を示すものである。このような場合でも
膨潤性シール材2は凹溝の底と凸堤の上面との間で挟圧
されて多少押しつぶされた形であり、接着強度は同図(
2)のような大部分の正常接合面で保持されているが、
シールは同図(鵬のような異常接合面で′4h膨潤性シ
ール材2が挟圧され念状態である限り完全に行なわれて
いる。
<Example> Figure 1 is a cross-sectional view showing the shape of the joint surfaces of concrete structures such as manholes and water tanks. The protrusion Ak is provided to facilitate alignment and increase the length of the bonding surface to strengthen the bonding strength. Figure 2 is a cross-sectional view showing the preparation for joining by applying the method of the present invention to the joining surface of Figure 1, in which the necessary amount of fluid adhesive 1 is applied to the groove on the b side all around the entire circumference. Then, a swellable sealing material 2 is placed over the entire circumference of the adhesive 1 so as to be partially buried therein. In this way, they are bonded as shown in FIG. In the same figure, the joint surface is in a normal state, and the convex ridge on the side a fits uniformly into the groove on the side b, and the adhesive 1 spreads uniformly over the joint surface and adheres, and also swells. The adhesive sealing material 2 is also compressed and compressed into a ninety-nine shape on both joint surfaces. The same figure (Bl shows an abnormal state in which the joint surface is irregularly shaped, and the adhesive 1 did not spread over the entire surface. Even in such a case, the swellable sealant 2 is applied to the bottom of the groove. The shape is somewhat crushed due to the pressure between the surface and the top surface of the convex embankment, and the adhesive strength is as shown in the figure (
2) is retained in most normal joints, such as
The sealing is completed as long as the swellable sealing material 2 is held under pressure at the abnormal joint surface as shown in the figure.

〈発明の効果〉 上述のように不整形の異常接合面があってもシールが行
なわれると共に、九とえ全面が正常接合面であつtとし
ても接着剤硬化後接着剤と構造体表面との間や接着剤そ
のものに水が浸透して来ても、膨潤性シール材がこの浸
入した水分を吸収して膨潤し、構造体a、bの両接合面
の間で充分な漏洩防止作用を行なうことが出来る。
<Effects of the Invention> As described above, sealing is performed even if there is an irregularly shaped abnormal joint surface, and even if the entire surface is a normal joint surface, the bond between the adhesive and the structure surface after the adhesive hardens is Even if water infiltrates the gap or the adhesive itself, the swellable sealing material absorbs this infiltrated water and swells, providing sufficient leakage prevention between the joint surfaces of structures a and b. I can do it.

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

第1図はコンクリート構造体の接合面の形状を示す断面
図、第2図は本発明の方法を実施する接合準備を示す断
面図、第3図は本発明の方法によって接着しt接合面を
示す断面図で(2)は正常接合面の場合、(鵬は異常接
合面の場合である。 1・・・・・・接着剤、 2・・・・・・膨潤性シール
材。 答1目     算22 淳3目
Fig. 1 is a sectional view showing the shape of the joint surface of a concrete structure, Fig. 2 is a sectional view showing the preparation for joining by implementing the method of the present invention, and Fig. 3 is a sectional view of the t-joint surface bonded by the method of the present invention. In the cross-sectional diagrams shown, (2) is the case of a normal joint surface, (Peng is the case of an abnormal joint surface. 1... Adhesive, 2... Swellable sealant. Answer 1 Arithmetic 22 Jun 3rd

Claims (1)

【特許請求の範囲】[Claims] コンクリート構造体の対向する接合面の一方の凹溝に流
動性のある接着剤を塗布し、膨潤性を有するシール材を
上記接着剤の上面から半没状に埋没させ、前記コンクリ
ート構造体の対向する接合面の前記凹溝に嵌合する凸堤
を有する他方の接合面を押し付け、前記シール材が前記
凹溝の底面と前記凸堤の上面との間で挟圧された状態で
前記接着剤で接着することを特徴とするコンクリート構
造体の防水接合方法。
A fluid adhesive is applied to one of the concave grooves on the facing joint surfaces of the concrete structure, and a swellable sealing material is immersed in a semi-immersed manner from the top surface of the adhesive. The other bonding surface having a protrusion that fits into the groove of the bonding surface is pressed, and the adhesive is applied with the sealing material being pressed between the bottom surface of the groove and the top surface of the protrusion. A waterproof joining method for concrete structures characterized by adhesive bonding.
JP24125084A 1984-11-14 1984-11-14 Waterproofing bond for concrete structure Granted JPS61122175A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24125084A JPS61122175A (en) 1984-11-14 1984-11-14 Waterproofing bond for concrete structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24125084A JPS61122175A (en) 1984-11-14 1984-11-14 Waterproofing bond for concrete structure

Publications (2)

Publication Number Publication Date
JPS61122175A true JPS61122175A (en) 1986-06-10
JPS6250437B2 JPS6250437B2 (en) 1987-10-24

Family

ID=17071438

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24125084A Granted JPS61122175A (en) 1984-11-14 1984-11-14 Waterproofing bond for concrete structure

Country Status (1)

Country Link
JP (1) JPS61122175A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6363828A (en) * 1986-09-03 1988-03-22 Three Bond Co Ltd Water-proof junction for concrete structure
JP2016211354A (en) * 2015-04-30 2016-12-15 株式会社サンリツ Flotation prevention device and flotation prevention method of manhole

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6363828A (en) * 1986-09-03 1988-03-22 Three Bond Co Ltd Water-proof junction for concrete structure
JP2016211354A (en) * 2015-04-30 2016-12-15 株式会社サンリツ Flotation prevention device and flotation prevention method of manhole

Also Published As

Publication number Publication date
JPS6250437B2 (en) 1987-10-24

Similar Documents

Publication Publication Date Title
US5163785A (en) Method for sealing connections between sheet piles, and sheet piles employing said method
JPS61122175A (en) Waterproofing bond for concrete structure
JP3407090B2 (en) Expansion joint sealing material
CN212078025U (en) Deformation joint composite leaking stoppage sealing system
JP2918273B2 (en) Joining method of PC box culvert
CN110984237A (en) Deformation joint composite leaking stoppage sealing system and construction method thereof
JPS6363828A (en) Water-proof junction for concrete structure
JP2891670B2 (en) Flexible joint structure of concrete product and concrete product having the flexible joint structure
JP2844080B2 (en) Sealing material for waterproofing and waterproofing of structures
JPH0122025Y2 (en)
JPS5898539A (en) Joint material for concrete product
JPS60203740A (en) Preventive waterproofing method for underground structure
JP2585928Y2 (en) Exterior wall structure
JP2542229Y2 (en) Drain waterproof layer holding device
JPS5941266Y2 (en) A box-shaped dark box with a waterproof joint structure inside.
JPH0518319Y2 (en)
JPS6059264A (en) Joint structure of wall under coat material for building
JPH07305366A (en) Connected structure of buried tunnel
JP2783754B2 (en) Watertight structure between face material and frame material
KR200163605Y1 (en) Block of a breast wall
JPH031527Y2 (en)
JPH0238962Y2 (en)
JPS6349780B2 (en)
JPS6363843A (en) Construction method for connecting exterior material for building
JPH033676Y2 (en)

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees