JPH11277027A - Joint part structure of impervious sheet and inspecting method for joint part of impervious sheet - Google Patents

Joint part structure of impervious sheet and inspecting method for joint part of impervious sheet

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Publication number
JPH11277027A
JPH11277027A JP10103847A JP10384798A JPH11277027A JP H11277027 A JPH11277027 A JP H11277027A JP 10103847 A JP10103847 A JP 10103847A JP 10384798 A JP10384798 A JP 10384798A JP H11277027 A JPH11277027 A JP H11277027A
Authority
JP
Japan
Prior art keywords
joint
water
sheet
joining
impervious
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
JP10103847A
Other languages
Japanese (ja)
Other versions
JP3996999B2 (en
Inventor
Etsuji Kaminoyama
悦治 上ノ山
Yoshitaka Higashida
義孝 東田
Junichi Inemoto
順一 禾本
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.)
Mitsuboshi Belting Ltd
Original Assignee
Mitsuboshi Belting 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 Mitsuboshi Belting Ltd filed Critical Mitsuboshi Belting Ltd
Priority to JP10384798A priority Critical patent/JP3996999B2/en
Publication of JPH11277027A publication Critical patent/JPH11277027A/en
Application granted granted Critical
Publication of JP3996999B2 publication Critical patent/JP3996999B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Processing Of Solid Wastes (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a joint part structure of a water barrier sheet which has a sufficient initial fixing force, and can inspect the whole of a bonded part. SOLUTION: In a joint part structure of an impervious sheet, impervious sheets A and B are bonded through a bonding material 2, a joint part 1 between the binding material 2 and the sheets A and B has unbounded parts to form an airtight passage 4, and the airtight passage 4 is provided with a vent 5 which communicates the binding material 2 from the top to the bottom. As a material used as the sheets A and B, EPDM(ethylene-propylene rubber), HDPE (high density polyethylene), LDPE(low density polyethylene), PP(polypropylene), and TPO(thermoplastic olefin) of the like is exemplified. The thickness thereof is set within 0.8-3.0 mm.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は遮水シートの欠陥検
査方法に係わり、詳しくは接合部に負担をかけることが
なく欠陥の有無の判定も容易な検査方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for inspecting a water-impervious sheet for defects, and more particularly, to an inspection method that does not impose a burden on a joint portion and can easily determine the presence or absence of a defect.

【0002】[0002]

【従来の技術】産業廃棄物や一般廃棄物を投棄する埋め
立て型の廃棄物処分場では、処分場から漏出する汚水が
地下に浸透し、環境汚染を引き起こすことを防止するた
めに、処分場の底面に遮水工を施すことが義務づけられ
ている。遮水工として様々なものが挙げられるが、確実
性、安全性、施工性、経済性の面から樹脂製のシートや
ゴム製の遮水シートを敷設する方法がしばしば採用され
ている。
2. Description of the Related Art In a landfill type waste disposal site for dumping industrial waste and general waste, in order to prevent sewage leaking from the disposal site from penetrating into the underground and causing environmental pollution, the disposal site must be disposed of. It is compulsory to apply a seepage control to the bottom. There are various types of water-blocking works, but a method of laying a resin-made sheet or a rubber-made water-blocking sheet is often adopted in terms of reliability, safety, workability, and economy.

【0003】また、貯水池、溜め池、プール等の凹所に
貯水する施設の底面には、漏水を防止するために、廃棄
物処分場と同様に遮水シートが敷設される。さらに地中
構造物などにおいては、地下水が構造物の内部に漏水す
るのを防止するために、構造物を覆って遮水シートが敷
設される場合がある。
[0003] In order to prevent water leakage, a water-blocking sheet is laid on the bottom of a facility for storing water in a recess such as a reservoir, a reservoir, or a pool, in order to prevent water leakage. Further, in an underground structure or the like, a waterproof sheet may be laid over the structure in order to prevent groundwater from leaking into the structure.

【0004】そして、これらの遮水シートは、広大な面
積を有する廃棄物処分場や貯水池などの貯水施設の底面
や構造物の周囲を一枚の遮水シートによって一度に覆う
ことは施工上困難なため、複数の遮水シートを用いて現
場で接合一体化することにより、廃棄物処分場や貯水施
設、地下構造物の周囲全域を覆うという工事が行われて
いる。
[0004] It is difficult to cover these water-impervious sheets at once with a single sheet of water-impervious sheet covering the bottom of a water storage facility such as a waste disposal site or a reservoir with a large area, or the periphery of a structure. For this reason, construction is being performed to cover the entire area around waste disposal sites, water storage facilities, and underground structures by joining and integrating multiple water-impervious sheets on site.

【0005】しかし、このような遮水シートを現場で接
合する方法では、現場で接合した接合部分に接合不良を
生じる場合があり、この接合不良による欠陥箇所から汚
水や貯水が漏出するという問題があった。従来、遮水シ
ートの接合部の適正検査は抜き取り試験により接合部の
接着力試験を行うか、また施工現場において図6のよう
に二枚の遮水シート12、13遮水シート接合部11に
おいて、二列の接合材14、15を配置し、遮水シート
と二列の接合材に囲まれた気密性通路16に空気を圧入
し、一定時間、一定圧を保持したのち、圧力の低下がな
ければ空気の流出が起こらなかったとして、評価されて
いた。
[0005] However, in the method of joining the water-blocking sheet on site, there is a case where a joining portion joined at the site may have a joint failure, and there is a problem that sewage or water leaks from a defective portion due to the joint failure. there were. Conventionally, the proper inspection of the joint portion of the waterproof sheet is performed by performing an adhesive strength test of the joint portion by a sampling test, or at the construction site, as shown in FIG. After arranging the two rows of bonding materials 14 and 15 and injecting air into the airtight passage 16 surrounded by the water-impervious sheet and the two rows of bonding materials, and after maintaining a constant pressure for a certain time, the pressure is reduced. Otherwise, it was evaluated that no air spill had occurred.

【0006】また、熱可塑性エラストマーからなる接合
材を用いて遮水シートを接合する場合、予め片方の遮水
シートに前記接合材を工場などで融着しておき、現場に
おいて他方の遮水シートと接合し、接合部の検査は現場
で行った側の接合部分のみに限定して行うということが
行われている。
[0006] Further, in the case of joining a waterproof sheet using a joining material made of a thermoplastic elastomer, the joining material is fused to one of the waterproof sheets in advance in a factory or the like, and the other is applied on site. It has been performed that the inspection of the joint is limited to only the joint on the side performed at the site.

【0007】[0007]

【発明が解決しようとする課題】しかし、遮水シートの
接合部において接合材を二列に配置し、遮水シートと二
列の接合材で検査を行うための気密性通路を形成すると
いう作業は、二列の接合材を所定間隔で配置しなければ
ならないなど、現場作業上、慎重さと手間を必要とする
作業となり、作業効率を下げる原因となるので好ましく
ない。また、接合部が押圧されることによって二列の接
合材がつながることによって気密性通路をふさいでしま
い、接合部の欠陥検査ができなくなるという問題があっ
た。また、ゴムの自然加硫による遮水シートの接合で
は、接合作業を行った当初における初期接着力が小さ
く、接着が完全に完了するまでに時間がかかるという現
状が有った。
However, the work of arranging the joining material in two rows at the joint portion of the impermeable sheet and forming an airtight passage for inspection with the impermeable sheet and the two rows of the joining material. Is a work that requires carefulness and labor on site work, such as the need to arrange two rows of joining materials at predetermined intervals, and is undesirable because it causes a reduction in work efficiency. In addition, there is another problem that when the joint is pressed, the two rows of the joining material are connected to block the airtight passage, so that the joint cannot be inspected for defects. In addition, in the joining of the water-blocking sheet by natural vulcanization of rubber, the initial adhesive force at the beginning of the joining operation is small, and there is a current situation that it takes time to complete the adhesion.

【0008】また、片方の遮水シートに予め工場などで
接合材を熱融着しておき、現場にてその接合材と他方の
遮水シートを熱融着し、接合部の検査は現場で行った接
合のみ行うというやりかたでは、予め工場などで接合し
た部分の検査が行われないので完全とは言えない。
In addition, a bonding material is heat-sealed to one of the water-blocking sheets in advance at a factory or the like, and the bonding material and the other water-blocking sheet are heat-bonded at the site. In the method of performing only the performed bonding, the bonding portion is not inspected in advance in a factory or the like, and thus cannot be said to be complete.

【0009】そこで、予め熱融着する側の接合部にも未
融着部分を設けておき、接合材に対して両側の接合部を
検査するということも考えられるが、検査を2度行わな
ければならず、現場での敷設作業を長引かせる原因とな
ってしまう。そこで、本発明は現場にて、十分な初期接
着力を示すとともに、あまり手間をかけることなく容易
に検査のための気密性通路を設けることができるととも
に、接合する二枚の遮水シートと接合材との間の、二つ
の接合部分が一度に検査できるような遮水シートの接合
部構造とそれを用いた接合部の検査方法を提供する。
In view of this, it is conceivable to provide an unfused portion in the joint portion on the side to be thermally fused in advance and to inspect the joint portion on both sides of the joining material. However, the inspection must be performed twice. It has to be a prolonged laying work on site. In view of the above, the present invention can provide a sufficient initial adhesive strength at the site, and can easily provide an airtight passage for inspection without much trouble, and can be joined with two water-impervious sheets to be joined. Provided is a joint structure of a water-impervious sheet such that two joints between the members can be inspected at a time, and a method for inspecting a joint using the same.

【0010】[0010]

【課題を解決するための手段】本発明の請求項1ではこ
のような目的を達成するために接合部の欠陥を検査する
ための構造を有する遮水シート同士の接合部構造におい
て、接合する遮水シート同士の間に接合材を介在させて
接着しており、該接合材と遮水シートの接着部分には、
接合部長手方向に伸びる接着部分に挟まれた未接着部分
を設けることによって気密性通路を形成し、接合シート
材の少なくとも前記気密性通路において接合材の上下を
連通する通気孔を備えていることを特徴とする遮水シー
トの接合部構造である。
According to the first aspect of the present invention, in order to attain the above object, in a joint structure of a water impermeable sheet having a structure for inspecting a defect of a joint portion, a joint to be joined is provided. A bonding material is interposed and bonded between the water sheets, and the bonding portion between the bonding material and the water-blocking sheet is
An airtight passage is formed by providing an unbonded portion sandwiched between bonding portions extending in the longitudinal direction of the bonding portion, and at least the airtight passage of the bonding sheet material is provided with a ventilation hole communicating vertically with the bonding material. This is a joint structure of the impermeable sheet.

【0011】このような接合部構造とすることによっ
て、二列の接合材を所定間隔をおいて配置するという作
業を必要とせず、一つの接合材を配置すればよく、ま
た、接合材の少なくとも未融着部分に通気孔を備えてい
ることから接合材の上下を一度で検査することが可能で
ある。
[0011] With such a joint structure, it is not necessary to arrange two rows of joining materials at a predetermined interval, and only one joining material may be arranged. Since the unfused portion is provided with a vent, it is possible to inspect the upper and lower portions of the bonding material at once.

【0012】請求項2では、接合する遮水シート同士の
間に接合材を介在させて接着しており、該接合材と遮水
シートの接着部分には、接合部長手方向に伸びる融着部
分に挟まれた未接着部分を設けることによって気密性通
路を形成し、接合シート材の少なくとも前記気密性通路
において接合材の上下を連通する通気孔を具えた遮水シ
ートの接合部の気密性通路内を減圧もしくは加圧した
後、気密性通路内の圧力の変動を検知することにより、
遮水シート接合部の検査をする遮水シート接合部の検査
方法である。
According to a second aspect of the present invention, a bonding material is interposed between the water-impervious sheets to be bonded to each other and bonded to each other. Forming an airtight passage by providing a non-adhered portion sandwiched between the airtight passages at the joint portion of the water-blocking sheet having a ventilation hole communicating at least above and below the joining material in at least the airtight passage of the joint sheet material After depressurizing or pressurizing the inside, by detecting the fluctuation of the pressure in the airtight passage,
This is an inspection method of a water-impervious sheet joint for inspecting a water-impervious sheet joint.

【0013】これは、請求項1の接合部構造を利用した
接合部の検査方法であり、やはり、一度で接合部の上下
両方を検査することができるという長所を有している。
また、請求項3では圧力の変動のあることを確認した
後、接合部に石鹸水を塗布して気密性通路を加圧し、泡
の発生を目視で確認することによって欠陥箇所を特定す
る遮水シート接合部の検査方法である。このような検査
方法を採ることによって、欠陥の有無を判定した後に、
現場作業においても欠陥の箇所を目視で確認することが
できる
This is a method for inspecting a joint using the joint structure according to the first aspect, and has the advantage that both the upper and lower portions of the joint can be inspected at once.
Further, in claim 3, after confirming that the pressure fluctuates, soap water is applied to the joint to pressurize the airtight passage, and the occurrence of bubbles is visually checked to identify a defective portion. This is an inspection method for a sheet joint. By adopting such an inspection method, after determining the presence or absence of a defect,
Visual inspection of defects can be performed even on site

【0014】[0014]

【発明の実施の形態】以下、添付図面にしたがって本発
明の具体的な実施態様を説明する。図1は、本発明に係
る遮水シートの接合部構造の斜視図であり、図2は接合
部構造の断面図、図3は接合材の斜視図である。接合部
1は、上側遮水シートAと下側遮水シートBとの端部を
重ね合わせ、その重ね合わせた間に接合材2を介在させ
ている。それぞれの遮水シートA、Bと接合材2との間
の接合は、熱融着で行われており、接合部1の幅方向の
両端のみを接合代3し、中央部分には接合部1の長手方
向に沿って未接合部分である気密性通路4が延びてい
る。この構造は上側遮水シートAと接合材2の間、およ
び、下側遮水シートBと接合材2との間における二つの
接合部分の両方で採られている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, specific embodiments of the present invention will be described with reference to the accompanying drawings. FIG. 1 is a perspective view of a joint structure of a waterproof sheet according to the present invention, FIG. 2 is a sectional view of the joint structure, and FIG. 3 is a perspective view of a joint material. The joining part 1 overlaps the ends of the upper water-impervious sheet A and the lower water-impervious sheet B, and interposes a joining material 2 between the superimposed sheets. The joining between each of the water-impervious sheets A and B and the joining material 2 is performed by heat fusion, and only the joining margin 3 is provided at both ends of the joining portion 1 in the width direction, and the joining portion 1 is provided at the center portion. The airtight passage 4 which is an unjoined portion extends along the longitudinal direction of the airtight passage 4. This structure is adopted both at the two junctions between the upper waterproof sheet A and the joining material 2 and between the lower waterproof sheet B and the joining material 2.

【0015】また、前記接合材2の少なくとも気密性通
路4に相当する部分において、接合材2の上下両側(上
側遮水シートAの側と下側遮水シートBの側と両側)を
連通する通気孔5が接合材2の長手方向全域に渡って設
けられている。接合部1における接合不良の有無の検査
や接合不良箇所の特定を行う作業として、気密性通路4
内を減圧したり加圧したりすることになるが、その際に
この通気孔5を設けることによって接合材2の上下両側
を一度の作業で検査することができる。
Further, at least a portion corresponding to the airtight passage 4 of the bonding material 2 communicates with the upper and lower sides of the bonding material 2 (both sides of the upper waterproof sheet A and the lower waterproof sheet B). The ventilation holes 5 are provided over the entire length of the bonding material 2 in the longitudinal direction. As an operation for inspecting the presence or absence of a joint failure in the joint part 1 and specifying a joint failure part, the airtight passage 4
The inside is depressurized or pressurized. At this time, the upper and lower sides of the bonding material 2 can be inspected by one operation by providing the ventilation holes 5.

【0016】また、接合材2は特に二列にする必要もな
く一列の接合材の幅方向両端のみを加熱することによっ
て遮水シートとの両端のみの融着が行えるので、接合作
業に要する手間もさほど面倒なものではない。
Also, the joining material 2 does not need to be particularly arranged in two rows, and only the both ends in the width direction of the joining material in one row can be fused to the water-impervious sheet only by heating both ends. Not too cumbersome.

【0017】本発明において遮水シートA、Bの素材と
して使用できるのものは、EPDM(エチレンプロピレ
ンゴム)、HDPE(高密度ポリエチレン)、LDPE
(低密度ポリエチレン、PP(ポリプロピレン)、TP
O(サーモプラスチックオレフィン)等が挙げられる。
そして厚みは0.8〜3.0mmの範囲で用いられ、
0.8mm未満であると強度不足で遮水シート破損が起
こりやすくなり、3.0mmを超えると接合部の段差が
大きくなるので水密上、好ましくない。
In the present invention, materials that can be used as the material of the waterproof sheets A and B are EPDM (ethylene propylene rubber), HDPE (high density polyethylene), LDPE
(Low density polyethylene, PP (polypropylene), TP
O (thermoplastic olefin) and the like.
And the thickness is used in the range of 0.8 to 3.0 mm,
If it is less than 0.8 mm, the water-impervious sheet is likely to be damaged due to insufficient strength, and if it exceeds 3.0 mm, the step at the joint becomes large, which is not preferable in terms of watertightness.

【0018】また、接合材2として使用できる素材は、
VLDPE(超低密度ポリエチレン)、LLDPE(直
鎖状低密度ポリエチレン)、MDPE(中密度ポリエチ
レン)、HDPE(高密度ポリエチレン)、EVA(エ
チレンビニルアセテート)、EEA(エチレンエチルア
クリレート)、TPO(サーモプラスチックオレフィ
ン)あるいはα−オレフィンの共重合体等の熱可塑性エ
ラストマーである。接合材2の厚みとしては0.8〜
3.0mmのものを用いることができ、0.8mm未満
であると、接合力不足や接合不良が発生しやすいという
問題があり、3.0mmを超えると二列の接合材2がつ
ながってしまい気密性通路4を塞いで場合によっては検
査の作業ができないという問題があったり、気密性通路
4の容積が大きくなり過ぎ、気密性通路4内を減圧・加
圧するのに時間がかり過ぎることや.接合部の段差が大
きくなって水密性の面で問題が発生するということがあ
った。
Materials that can be used as the bonding material 2 are as follows:
VLDPE (ultra low density polyethylene), LLDPE (linear low density polyethylene), MDPE (medium density polyethylene), HDPE (high density polyethylene), EVA (ethylene vinyl acetate), EEA (ethylene ethyl acrylate), TPO (thermoplastic) (Olefin) or a thermoplastic elastomer such as an α-olefin copolymer. The thickness of the bonding material 2 is 0.8 to
If it is less than 0.8 mm, there is a problem that insufficient joining force or poor joining is likely to occur, and if it exceeds 3.0 mm, two rows of joining materials 2 are connected. In some cases, there is a problem that the inspection work cannot be performed by closing the airtight passage 4, the volume of the airtight passage 4 becomes too large, and it takes too much time to depressurize and pressurize the inside of the airtight passage 4. There has been a case where the step of the joining portion becomes large and a problem occurs in terms of water tightness.

【0019】接合材2に設ける通気孔5は、さほど形態
にはこだわらないが例えば径が3〜10mm程度の円形
の孔が接合材2の幅方向中央付近に長手方向所定ピッチ
で設けられたものや、小径の孔が多数ランダムに設けら
れたものなどが挙げられる。
The vent holes 5 provided in the joining material 2 are not particularly limited in form, but are provided with circular holes having a diameter of, for example, about 3 to 10 mm near the center in the width direction of the joining material 2 at a predetermined pitch in the longitudinal direction. And those in which a large number of small-diameter holes are randomly provided.

【0020】接合材2と遮水シートA、Bとの間で未接
合部分を設ける方法であるが、例えば図4に示すような
加熱を行わない連結部9挟んで配置した二つの加熱ゴテ
10を有する融着装置使って加熱接合する方法や、予め
接合材2もしくは遮水シートA、Bの未接合部分に相当
する箇所にガラス繊維など融点の高い素材からなる不織
布や織布を貼り付けておき、全体を加熱することによっ
て不織布などのない部分だけを融着する方法など様々な
方法を採ることができる。また、片方の遮水シートに予
め工場などで接合材2を融着しておいても構わない。
In this method, an unjoined portion is provided between the joining material 2 and the water shielding sheets A and B. For example, as shown in FIG. Bonding method using a fusing device having a bonding material 2 or a non-woven fabric or a woven fabric made of a material having a high melting point such as glass fiber on a portion corresponding to an unbonded portion of the bonding material 2 or the water-shielding sheets A and B in advance. Various methods can be adopted, such as a method of fusing only a portion having no nonwoven fabric or the like by heating the whole. Further, the bonding material 2 may be fused to one of the water-impervious sheets in advance at a factory or the like.

【0021】接合材2の幅に占める融着部分の幅は5〜
15mmの範囲とする。5mm未満であると接合力不足
になったり、接合不良箇所が発生しやすくなり、15m
mを超えると接合部の幅が広くなり過ぎるので好ましく
ない。
The width of the fused portion occupying the width of the joining material 2 is 5 to 5.
The range is 15 mm. If it is less than 5 mm, the joining force may be insufficient, or a joint failure may easily occur.
If it exceeds m, the width of the joining portion becomes too large, which is not preferable.

【0022】一方未接合部分である気密性通路4の幅は
5〜25mmの幅とし、5mm未満であるという問題
や、気密性通路4が狭くなり過ぎて検査用の挿入管の挿
入が困難になるなどの問題があり、25mmを超えると
気密性通路4の容積が大きくなり過ぎ、気密性通路4内
を減圧・加圧するのに時間がかり過ぎ好ましくない。
On the other hand, the width of the hermetic passage 4, which is an unjoined portion, is set to a width of 5 to 25 mm and is less than 5 mm, and the hermetic passage 4 becomes too narrow to insert an insertion tube for inspection. If it exceeds 25 mm, the volume of the airtight passage 4 becomes too large, and it takes too much time to depressurize and pressurize the inside of the airtight passage 4, which is not preferable.

【0023】次に、上述した遮水シートの接合部構造を
用いて接合部の検査をする方法を説明する。上記のよう
な方法で設けた接合部1を、図5のように接合部の長手
方向に沿って、所定長、(例えば数m〜数十m程度が一
つの区画に区分され、両端部は気密性を持たせるために
気密性通路4内に不定形シール材6を充填したり、図示
はしないが、グリッププライヤーなどを用いて挟み込ん
だ状態となっている。その区画の端部において、図5に
示すように、気密性通路4を加圧するための加圧ポンプ
7の挿入管8を挿入する。
Next, a method of inspecting a joint using the above-described joint structure of the impermeable sheet will be described. The joining part 1 provided by the above method is divided into a predetermined length (for example, about several meters to several tens of meters) along the longitudinal direction of the joining part as shown in FIG. The airtight passage 4 is filled with an indefinite sealing material 6 to provide airtightness, or is sandwiched using a grip plier or the like (not shown). As shown in FIG. 5, the insertion pipe 8 of the pressurizing pump 7 for pressurizing the airtight passage 4 is inserted.

【0024】そして、加圧ポンプ7で気密性通路4内に
空気を吹き込み、加圧状態にする。その後加圧状態で所
定時間経過後、圧力ゲージを読み取り、圧力に変化が生
じていると、その区画のどこかに接合欠陥箇所があるこ
とがわかる。
Then, air is blown into the airtight passage 4 by the pressurizing pump 7 to bring the airtight passage 4 into a pressurized state. After a predetermined time has elapsed in the pressurized state, the pressure gauge is read, and if a change occurs in the pressure, it can be seen that there is a joint defect portion somewhere in that section.

【0025】欠陥箇所の有無を検査するのに、気密性通
路4内を減圧しても良く、加圧ポンプの代わりに真空ポ
ンプを使う。加圧する場合は接合部の剥がれを恐れて圧
力をあまり大きくできないために、一つの検査区画が短
くなってしまうので検査作業の効率を考えれば減圧によ
る検査のほうが好ましい。
In order to check for the presence or absence of a defective portion, the pressure inside the airtight passage 4 may be reduced, and a vacuum pump is used instead of the pressure pump. In the case of pressurization, the pressure cannot be increased so much due to fear of peeling of the joint, so that one test section is shortened. Therefore, from the viewpoint of the efficiency of the test operation, the test with reduced pressure is more preferable.

【0026】欠陥箇所のある区画を特定することができ
たら、次は欠陥箇所を含む区画内の接合部の気密性通路
を、外から見て膨らむぐらいの圧力で加圧する。そし
て、接合部の状態を観察して融着箇所の異常を発見すれ
ばその箇所が欠陥箇所であるという特定が行える。
After the section having the defective portion can be specified, the hermetic passage of the joint in the section including the defective portion is pressurized with a pressure that swells as viewed from the outside. Then, by observing the state of the joining portion and finding an abnormality in the fused portion, it is possible to specify that the portion is a defective portion.

【0027】欠陥箇所を特定するもう一つの方法とし
て、欠陥箇所を含む区画内の接合部全域に石鹸水を塗布
し、気密性通路内を加圧する。そして、接合部の状態を
観察し、石鹸水の泡発生箇所を発見すれば、その箇所が
欠陥箇所であることがわかる。
As another method of specifying a defective portion, soapy water is applied to the entire joint portion in the section including the defective portion, and the airtight passage is pressurized. Then, by observing the state of the joint and finding the location where bubbles of soapy water are generated, it can be understood that the location is a defective location.

【0028】気密性通路を減圧するためには真空ポンプ
を用いる必要があるが、前記の加圧ポンプを減圧用の真
空ポンプに取り替えて使用しても良いし、元々減圧と加
圧を切り替えることのできるポンプを用いても良い。
Although it is necessary to use a vacuum pump to reduce the pressure in the airtight passage, the above-mentioned pressurizing pump may be replaced with a vacuum pump for reducing the pressure, or the pressure may be switched between the reduced pressure and the increased pressure. Alternatively, a pump that can perform the above operation may be used.

【0029】[0029]

【実施例】次に、本発明遮水シートの接合部構造を用い
た場合の、初期接着力の比較と施工性、そしてそれぞれ
接合部分の検査可能箇所の比較を行った。実施例として
は、加硫EPDMからなる遮水シートA、Bとポリプロ
ピレンからなる幅70mm、厚み1.5mmの接合材を
用い、接合する遮水シートBの片方に予め接合材を接合
代として幅方向両端に30mm、気密性通路に相当する
未融着部分を10mm幅でとった状態で、遮水シートA
に工場で融着したものを用いた。そして、図4に示すよ
うな融着装置を用いて、他方の遮水シートAとも接合代
として幅方向両端に12mm、気密性通路に相当する未
融着部分を20mm幅でとった状態で融着接合した。
EXAMPLE Next, the comparison of the initial adhesive strength and the workability when using the joint structure of the water-impervious sheet of the present invention, and the comparison of the inspectable portions of the joints were performed. As an example, a bonding material having a width of 70 mm and a thickness of 1.5 mm made of vulcanized EPDM and polypropylene and a polypropylene made of vulcanized EPDM was used. In the state where 30 mm was taken at both ends in the direction and an unfused portion corresponding to the airtight passage was taken at a width of 10 mm, the impermeable sheet A was used.
Used at the factory. Then, using a fusing device as shown in FIG. 4, the other water-impervious sheet A was welded with 12 mm at both ends in the width direction as a bonding margin and an unfused portion corresponding to an airtight passage with a width of 20 mm. It was put on and joined.

【0030】比較例1としては、加硫EPDMからなる
遮水シートA、Bをブチルゴムからなる幅50mm、厚
み1.0mmの自然加硫ゴムテープを接合材とし、一方
の遮水シートAの端部に気密性通路を設けるためにその
接合材を20mm間隔で2列に配置し、その上から他方
の遮水シートBを重ね合わせ接合した。
In Comparative Example 1, the water-impervious sheets A and B made of vulcanized EPDM were made of a natural vulcanized rubber tape made of butyl rubber and having a width of 50 mm and a thickness of 1.0 mm as a joining material. In order to provide an airtight passage, the joining materials were arranged in two rows at intervals of 20 mm, and the other impermeable sheet B was overlapped and joined from above.

【0031】比較例2としては、加硫EPDMからなる
遮水シートBの端部に予めポリプロピレンからなる幅7
0mm、厚み1.5mmの接合材を全面貼付け、あとは
実施例と同様に他方の遮水シートA側には未融着部分か
らなる気密性通路を設けて融着接合した。
As Comparative Example 2, the end of the water-impervious sheet B made of vulcanized EPDM was previously formed with a width 7 made of polypropylene.
A bonding material having a thickness of 0 mm and a thickness of 1.5 mm was affixed to the entire surface. Thereafter, an air-tight passage including an unfused portion was provided on the other water-impervious sheet A side in the same manner as in the example, and fusion bonding was performed.

【0032】上記実施例と、比較例1、2についてそれ
ぞれ接合する2枚の遮水シートA、Bと接合材と間の初
期(30分後)接着力及び経時(7日)後の接着力を測
定し、施工性の容易さ、接合材と2枚の遮水シートA、
B間の二個所の接合箇所における検査の可否を確認し
た。検査の可否は0.5kgf/cm2 の空気圧で1分
間保持し、圧力変動を確認するという方法を前提で判断
した。その結果を表1に示す。
The initial (after 30 minutes) adhesive strength and the aging (after 7 days) adhesive strength between the two water-impervious sheets A and B to be joined and the joining material for the above example and Comparative Examples 1 and 2, respectively. Measure the ease of workability, the bonding material and two impermeable sheets A,
It was confirmed whether or not inspection was possible at two joints between B. Whether the inspection was possible or not was determined on the premise of a method of maintaining the air pressure of 0.5 kgf / cm 2 for one minute and confirming the pressure fluctuation. Table 1 shows the results.

【0033】[0033]

【表1】 [Table 1]

【0034】表1の結果より、実施例では初期接着力お
よび施工性に優れているとともに、2個所の接合部とも
接合不良を検査することができる。それに対して比較例
1では接合不良の検査は構造的には、接合材と遮水シー
トA、Bのそれぞれの間の接合部で検査が可能であるも
のの、初期接着力劣っているため加圧検査ができないと
いう結果になった。また、比較例2では初期接着力と施
工性では実施例と同等もしくはそれ以上の結果が出てい
るものの、接合材と遮水シートAとの間の検査を行うこ
とができず。接合不良に関し不安が残るということがわ
かる。
From the results shown in Table 1, in the embodiment, the initial adhesive strength and the workability are excellent, and the joint failure can be inspected at the two joints. On the other hand, in Comparative Example 1, the inspection of the bonding failure can be structurally performed at the bonding portion between the bonding material and each of the water-impervious sheets A and B. The result was that the test could not be performed. Further, in Comparative Example 2, although the results of the initial adhesive strength and the workability were equal to or higher than those of the Example, the inspection between the bonding material and the impermeable sheet A could not be performed. It can be seen that there remains anxiety about poor bonding.

【0035】[0035]

【発明の効果】本発明の請求項1では接合部の欠陥を検
査するための構造を有する遮水シート同士の接合部構造
において、接合する遮水シート同士の間に接合材を介在
させて接着しており、該接合材と遮水シートの接着部分
には、接合部長手方向に伸びる接着部分に挟まれた未接
着部分を設けることによって気密性通路を形成し、接合
シート材の少なくとも前記気密性通路において接合材の
上下を連通する通気孔を備えていることを特徴とする遮
水シートの接合部構造である。
According to the first aspect of the present invention, in a joint structure between water impermeable sheets having a structure for inspecting joint defects, a bonding material is interposed between the water impermeable sheets to be joined and bonded. An airtight passage is formed by providing an unbonded portion sandwiched between bonding portions extending in the longitudinal direction of the bonding portion in a bonding portion between the bonding material and the water-blocking sheet, and at least the airtightness of the bonding sheet material is provided. A joint structure for a water-blocking sheet, comprising a ventilation hole communicating vertically between joining materials in a sex passage.

【0036】このような接合部構造とすることによっ
て、二列の接合材を所定間隔をおいて配置するという作
業を必要とせず、一つの接合材を配置すればよく、ま
た、接合材の少なくとも未融着部分に通気孔を備えてい
ることから接合材の上下を一度で検査することが可能で
ある。
With such a joint structure, it is not necessary to arrange two rows of joining materials at a predetermined interval, and only one joining material may be arranged. Since the unfused portion is provided with a vent, it is possible to inspect the upper and lower portions of the bonding material at once.

【0037】請求項2では、接合する遮水シート同士の
間に接合材を介在させて接着しており、該接合材と遮水
シートの接着部分には、接合部長手方向に伸びる融着部
分に挟まれた未接着部分を設けることによって気密性通
路を形成し、接合シート材の少なくとも前記気密性通路
において接合材の上下を連通する通気孔を具えた遮水シ
ートの接合部の気密性通路内を減圧もしくは加圧した
後、気密性通路内の圧力の変動を検知することにより、
遮水シート接合部の検査をする遮水シート接合部の検査
方法である。
In the second aspect, a bonding material is interposed between the water-impervious sheets to be bonded, and a bonding portion extending in the longitudinal direction of the bonding portion is provided at the bonding portion between the bonding material and the water-impervious sheet. Forming an airtight passage by providing a non-adhered portion sandwiched between the airtight passages at the joint portion of the water-blocking sheet having a ventilation hole communicating vertically with the joining material in at least the airtight passage of the joint sheet material After depressurizing or pressurizing the inside, by detecting the fluctuation of the pressure in the airtight passage,
This is an inspection method of a water-impervious sheet joint for inspecting a water-impervious sheet joint.

【0038】これは、請求項1の接合部構造を利用した
接合部の検査方法であり、やはり、一度で接合部の上下
両方を検査することができるという長所を有している。
また、請求項3では圧力の変動のあることを確認した
後、接合部に石鹸水を塗布して気密性通路を加圧し、泡
の発生を目視で確認することによって欠陥箇所を特定す
る遮水シート接合部の検査方法である。
This is a joint inspection method using the joint structure according to the first aspect, and has the advantage that both the upper and lower parts of the joint can be inspected at once.
Further, in claim 3, after confirming that the pressure fluctuates, soap water is applied to the joint to pressurize the airtight passage, and the occurrence of bubbles is visually checked to identify a defective portion. This is an inspection method for a sheet joint.

【0039】このような検査方法を採ることによって、
欠陥の有無を判定した後に、現場作業においても欠陥の
箇所を目視で確認することができる
By adopting such an inspection method,
After determining the presence or absence of a defect, the location of the defect can be visually checked even in the field work

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

【図1】遮水シートの接合部構造の断面斜視図である。FIG. 1 is a cross-sectional perspective view of a joint structure of a waterproof sheet.

【図2】遮水シートの接合部構造の断面図である。FIG. 2 is a cross-sectional view of a joint structure of a water impermeable sheet.

【図3】接合材の斜視図である。FIG. 3 is a perspective view of a bonding material.

【図4】融着装置で融着しているところの斜視図であ
る。
FIG. 4 is a perspective view of a state where the welding is performed by a fusion device.

【図5】本発明の検査方法を実施している様子を示す平
面図である。
FIG. 5 is a plan view showing a state where the inspection method of the present invention is performed.

【図6】従来の接合部構造の斜視図である。FIG. 6 is a perspective view of a conventional joint structure.

【符号の説明】[Explanation of symbols]

1 接合部 2 接合材 3 接合代 4 気密性通路 5 通気孔 6 不定形シール材 7 真空ポンプ 8 挿入管 DESCRIPTION OF SYMBOLS 1 Joining part 2 Joining material 3 Joining margin 4 Airtight passage 5 Vent hole 6 Irregular sealing material 7 Vacuum pump 8 Insertion pipe

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 接合部の欠陥を検査するための構造を有
する遮水シート同士の接合部構造において、接合する遮
水シート同士の間に接合材を介在させて接着しており、
接合部には該接合部長手方向に伸びる接着部分に挟まれ
た未接着部分を設けることによって気密性通路を形成
し、接合シート材の少なくとも前記気密性通路において
接合材の上下を連通する通気孔を備えていることを特徴
とする遮水シートの接合部構造。
In a joint structure between water impermeable sheets having a structure for inspecting a defect of a joint, a bonding material is interposed between the water impermeable sheets to be joined, and bonded.
An airtight passage is formed in the joint portion by providing an unbonded portion sandwiched between adhesive portions extending in the longitudinal direction of the joint portion, and a ventilation hole communicating vertically with the joining material in at least the airtight passage of the joining sheet material. A joint structure for a water-impervious sheet, comprising:
【請求項2】 接合する遮水シート同士の間に接合材を
介在させて接着しており、接合部には該接合部長手方向
に伸びる融着部分に挟まれた未接着部分を設けることに
よって気密性通路を形成し、接合シート材の少なくとも
前記気密性通路において接合材の上下を連通する通気孔
を具えた遮水シートの接合部の気密性通路内を減圧もし
くは加圧した後、気密性通路内の圧力の変動を検知する
ことにより、遮水シート接合部の検査をする遮水シート
接合部の検査方法。
2. A non-adhered portion sandwiched between fused portions extending in the longitudinal direction of the joint portion is provided at the joint portion with a joining material interposed between the water-impervious sheets to be joined. After forming a gas-tight passage and reducing or pressurizing the inside of the gas-tight passage at the joint portion of the waterproof sheet having a ventilation hole communicating vertically with the joining material in at least the gas-tight passage of the joint sheet material, A method for inspecting a water-impervious sheet joint by detecting a change in pressure in a passageway.
【請求項3】 圧力の変動のあることを確認した後、接
合部に石鹸水を塗布して気密性通路を加圧し、泡の発生
を目視で確認することによって欠陥箇所を特定する遮水
シート接合部の検査方法。
3. After confirming that the pressure fluctuates, a waterproof sheet is applied to the joint to pressurize the airtight passage, and the occurrence of bubbles is visually checked to identify a defective portion. Inspection method for joints.
JP10384798A 1998-03-30 1998-03-30 Water shielding sheet joint structure and inspection method for water shielding sheet joint Expired - Fee Related JP3996999B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10384798A JP3996999B2 (en) 1998-03-30 1998-03-30 Water shielding sheet joint structure and inspection method for water shielding sheet joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10384798A JP3996999B2 (en) 1998-03-30 1998-03-30 Water shielding sheet joint structure and inspection method for water shielding sheet joint

Publications (2)

Publication Number Publication Date
JPH11277027A true JPH11277027A (en) 1999-10-12
JP3996999B2 JP3996999B2 (en) 2007-10-24

Family

ID=14364841

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Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP3996999B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6896954B2 (en) * 2000-03-06 2005-05-24 Toyoda Gosei Co., Ltd. Automobile trim
AT500907A1 (en) * 2004-09-30 2006-04-15 Daetwyler Ag FLAT SEALING ELEMENT
JP2007330853A (en) * 2006-06-12 2007-12-27 Taiyo Kogyo Corp Waste disposal place, water-shielding structure and construction method for establishing waste disposal place
JP2018187771A (en) * 2017-04-28 2018-11-29 大成建設株式会社 Pressurized inspection jig and pressurized inspection method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6896954B2 (en) * 2000-03-06 2005-05-24 Toyoda Gosei Co., Ltd. Automobile trim
US7368074B2 (en) 2000-03-06 2008-05-06 Toyoda Gosei Co., Ltd. Method for manufacturing automobile weather strip
AT500907A1 (en) * 2004-09-30 2006-04-15 Daetwyler Ag FLAT SEALING ELEMENT
JP2007330853A (en) * 2006-06-12 2007-12-27 Taiyo Kogyo Corp Waste disposal place, water-shielding structure and construction method for establishing waste disposal place
JP2018187771A (en) * 2017-04-28 2018-11-29 大成建設株式会社 Pressurized inspection jig and pressurized inspection method

Also Published As

Publication number Publication date
JP3996999B2 (en) 2007-10-24

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