Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP4076673B2 - Sealing material and its construction method - Google Patents
[go: Go Back, main page]

JP4076673B2 - Sealing material and its construction method - Google Patents

Sealing material and its construction method Download PDF

Info

Publication number
JP4076673B2
JP4076673B2 JP11555099A JP11555099A JP4076673B2 JP 4076673 B2 JP4076673 B2 JP 4076673B2 JP 11555099 A JP11555099 A JP 11555099A JP 11555099 A JP11555099 A JP 11555099A JP 4076673 B2 JP4076673 B2 JP 4076673B2
Authority
JP
Japan
Prior art keywords
sealing material
bottom plate
flexible member
storage tank
installation base
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.)
Expired - Fee Related
Application number
JP11555099A
Other languages
Japanese (ja)
Other versions
JP2000309394A (en
Inventor
建夫 村松
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.)
Bridgestone Corp
Original Assignee
Bridgestone 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 Bridgestone Corp filed Critical Bridgestone Corp
Priority to JP11555099A priority Critical patent/JP4076673B2/en
Publication of JP2000309394A publication Critical patent/JP2000309394A/en
Application granted granted Critical
Publication of JP4076673B2 publication Critical patent/JP4076673B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Description

【0001】
【発明の属する技術分野】
本発明は貯留タンクの裾周りから侵入する雨水等を防ぎ、タンクの底板の腐食を防止するためのシール材に関するものである。
【0002】
【従来の技術】
貯留タンクの底板、例えば石油タンクのアニューラ板は、タンク内の石油の有無または外気温度等により端部が上下に動き、設置基盤であるコンクリート基礎とアニューラ板との間に隙間を生じることがある。すなわち、石油が入っている状態ではアニューラ板は平坦であり、その端部がコンクリート基礎に密着しているが、石油が入っていないとアニューラ板の端部が浮き上がって雨水の侵入を許し、石油タンクの底板を腐食させてしまう。
【0003】
そのため、従来から図3(A)に示すようにアニューラ板8の端部を覆うように防水シート10を敷設することが行なわれていた。この防水シート10は平板状のものであり、設置基盤7とアニューラ板8との間を止水できるように密着取り付けされる。しかしながら、アニューラ板8の変位は局部的に大きいため、アニューラ板8の挙動により直接防水シート10に負担がかかり、図3(B)に示すように防水シート10が破れることがあった。
【0004】
【発明が解決しようとする課題】
そこで本発明は、アニューラ板等の貯留タンク底板の挙動に対し、直接シール材に負担がかからず、追従できるようにしたシール材およびその施工方法を提供することを目的とするものである。
【0005】
【課題を解決するための手段】
本発明は以上の課題を解決するためになされたものであって、その要旨は、可撓性部材の一端に折り返し部を設け、前記折り返し部下面および可撓性部材の他端の下面を、それぞれ設置基盤または貯留タンクの底板との水密取り付け部としたシール材であって、好ましくは、前記折り返し部が断面レ字状であって、腕の長さの異なるレ字状の長い方を貯留タンクの底板に、短い方を設置基盤に取り付けるようになされたシール材に係るものである。また、前記可撓性部材が破断伸度450%以上、引張強さ75kgf/cm2以上、引裂強さ25kgf/cm以上のEPDM系加硫ゴムであって、その厚さが2.0mm以上5.0mm以下であり、前記水密取り付け部のそれぞれに、破断伸度1300%以上の未加硫ゴム系ブチルゴムの自着層を設けたシール材である。
【0006】
また、シール材の施工方法として、設置基盤に下地補強剤を塗布するとともに貯留タンクの底板に鉄部下地処理剤およびブチルゴム下地処理剤を塗布し、可撓性部材の一端の折り返し部下面および可撓性部材の他端下面のブチルゴム自着層付き水密取り付け部をそれぞれ設置基盤または貯留タンクの底板に貼り合わせることにより、設置基盤と貯留タンクの底板との間を止水するようにしたものである。
【0007】
【発明の実施の形態】
本発明のシール材は可撓性部材よりなるものである。可撓性部材としては種々のゴム、樹脂等が使用可能であるが、耐候性ゴムであるEPDM系やブチルゴム系の加硫ゴムとすることが好ましい。また、耐水性や耐久性も必要であり、特に破断伸度を450%以上、引張強さを75kgf/cm2以上、引裂強さを25kgf/cm以上とすることが好ましい。さらに、可撓性部材の厚みは、耐久性等を考慮すれば1.0mm以上とすることが好ましく、特に貯留タンク周方向への設置安定度、すなわち、犬走り部とのシートのなじみや総合的な作業性から、2.0mmとすることが好ましい。ただし、5.0mmを超える厚さとしても、設置安定度等は変わらない。
【0008】
また、本発明のシール材は可撓性部材の一端に折り返し部を設けている。すなわち、折り返すことによって例えばレ字状のものとなる。そのため、貯留タンクの底板と設置基盤との間に隙間を生じても、レ字状の先端部が浮き上がることによって変位が吸収されるので、従来の防水シートのように破断してしまうことがないのである。なお、折り返し部はレ字状に限られず、し字状、Z字状、S字状等であってもよいが、レ字状とすれば表面の凹凸が少なく平板に近くなって好ましい。また、本発明のシール材の施工に際し、腕の長さの異なるレ字状の長い方を貯留タンクの底板に、短い方を設置基盤に接着すれば、レ字状の先端部が設置基盤側となるが、この場合シール材は、タンク底板の挙動によって設置基盤側が浮き上がって変位を吸収するように作用する。ただし、逆に腕の短い方をタンク底板側としてもよく、この場合はタンク底板側でレ字状の先端部が浮き上がることになる。
【0009】
さらに、シール材の水密取り付け部に未加硫ゴム系ブチルゴムの自着層を設ければ、シール材の浮き上がり時に発生する取り付け部下面の応力を緩和することができる。なお、未加硫ゴム系ブチルゴムは、破断伸度1300%以上のものとすることが好ましい。
【0010】
【実施例】
以下、本発明の好ましい実施の形態を図面により説明する。
図1は本発明のシール材を示す側面図である。シール材1を構成する可撓性部材2はエチレン・プロピレン・ターポリマーであり、破断伸度が450%以上、引張強さが75kgf/cm2以上、引裂強さが25kgf/cm以上であってJIS A 6008認定品のものである。また、厚さは2.0mmとなっている。図1に示すように、可撓性部材2は一端に折り返し部3が設けられており、全体としてレ字状とされている。レ字状の長い方の腕の長さ、すなわちシール材全幅L1は300mmであり、短い方の腕の幅L2は110mmである。なお、レ字状の先端部4は一体化されて厚さが倍の4.0mmとなっており、先端部4の幅L3は20mmである。
【0011】
また、レ字状の長い方の腕の下面には厚さ0.7mm、幅80mmの未加硫ブチルゴム粘着シート5が貼り付けられており、貯留タンクの底板、すなわち本実施例では石油タンクのアニューラ板に接着される。一方、レ字状の短い方の腕の下面にも厚さ0.7mm、幅60mmの未加硫ブチルゴム粘着シート6が貼り付けられており、設置基盤、すなわち本実施例ではアスファルトモルタルに接着される。なお、施工前には未加硫ブチルゴム粘着シート5,6にそれぞれ離型紙が付けられている。
【0012】
図2は石油タンクのアニューラ板に本発明のシール材を施工した場合の挙動を示す断面図である。この実施例では腕の長さの異なるレ字状の長い方をアニューラ板8に、短い方をアスファルトモルタル7に接着している。タンク内に石油が入っていない状態では、図2に示すようにアニューラ板8の端部が上方に曲がり変形するが、可撓性部材2のレ字状の先端部4が浮き上がると共にレ字が開き、変形が吸収される。したがって、シール材に負担がかからないため破断することもなく、優れた止水性を確保できるのである。ここで、先端部4の浮き上がりやレ字の開き具合は、主に開き部の長さ(L2−L3)およびアスファルトモルタル7に接着された未加硫ブチルゴム粘着シート6の幅によって決定され、施工箇所の状況に応じて適宜選定される。
【0013】
次に本発明のシール材を石油タンクのアニューラ板に施工する方法について説明する。まず、既設の防水シートがある場合には、それを除去する。また、アニューラ板、設置基盤となるアスファストモルタル部のほこり、異物等は除去し、清掃しておく。次に、アスファルトモルタルにサンダイン121(アスファルトモルタルの下地補強剤)を塗布して下地を処理する。一方、アニューラ板にはサンダイン732B(鉄部下地処理剤、ブチルゴム下地処理剤)を塗布する。またアスファルトモルタルにもさらにサンダイン732Bを塗布し、シール材のブチルゴム自着層にもサンダイン732Bを塗布する。そして、位置合わせ後にシール材の腕の長さの異なるレ字状の長い方をアニューラ板に、短い方をアスファルトモルタルに貼り合わせ、施工を完了する。
【0014】
本発明の実施例に示す長さ2m、厚さ2.0mmのシール材を実施例の方法で石油タンクのアニューラ板に施工して、シール材の汚れ、剥離、位置ずれ、破損(破れ、穴あき)、劣化(表面クラック、炭化状)、膨れ、水溜り(水侵入)の7項目について、1ヶ月、3ヶ月、6ヶ月後に点検を実施した結果、いずれも異常は発見されなかった。
【0015】
【発明の効果】
本発明のシール材は、可撓性部材の一端に例えばレ字状の折り返し部を設け、前記折り返し部下面および可撓性部材の他端の下面を、それぞれ設置基盤または貯留タンクの底板との水密取り付け部としたので、設置基盤と貯留タンクの底板との間に隙間を生じても、折り返し部が浮き上がることによって変位が吸収され従来の防水シートのように破断してしまうことがない。また、可撓性部材として破断伸度が450%以上、引張強さが75kgf/cm2以上、引裂強さが25kgf/cm以上で、特に厚さが2mm以上のEPDM系加硫ゴムとすれば、耐久性、耐水性、耐候性に優れたものとなり、水密取り付け部のそれぞれに、破断伸度1300%以上の未加硫ゴム系ブチルゴムの自着層を設ければ、シール材に発生する応力を緩和することができる。
【0016】
また、本発明のシール材の施工方法は、設置基盤に下地補強剤を塗布するとともに貯留タンクの底板に鉄部下地処理剤およびブチルゴム下地処理剤を塗布し、可撓性部材の一端の折り返し部下面および可撓性部材の他端下面のブチルゴム自着層付き水密取り付け部をそれぞれ設置基盤または貯留タンクの底板に貼り合わせることにより、設置基盤と貯留タンクの底板との間を止水するようにしたものであるので、タンク裾まわりから侵入する雨水を防ぎ、タンク底板の腐食を効果的に防止することができる。
【図面の簡単な説明】
【図1】図1は本発明のシール材を示す側面図である。
【図2】図2は石油タンクのアニューラ板に本発明のシール材を施工した場合の挙動を示す断面図である。
【図3】図3は石油タンクのアニューラ板に従来の防水シートを施工した場合の挙動を示す断面図である。
【符号の説明】
1‥シール材
2‥可撓性部材
3‥折り返し部
4‥先端部
5‥未加硫ブチルゴム粘着シート
6‥未加硫ブチルゴム粘着シート
7‥設置基盤(アスファルトモルタル)
8‥貯留タンクの底板(アニューラ板)
10‥防水シート
L1‥レ字状の長い方の腕の長さ(シール材の全幅)
L2‥レ字状の短い方の腕の長さ
L3‥レ字状の先端部の幅
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a sealing material for preventing rainwater and the like entering from the hem of a storage tank and preventing corrosion of a tank bottom plate.
[0002]
[Prior art]
The bottom plate of a storage tank, for example, an annula plate of an oil tank, may move up and down depending on the presence or absence of oil in the tank or the outside air temperature, creating a gap between the concrete foundation and the annula plate as the installation base. . In other words, the annula plate is flat when oil is in it, and its end is in close contact with the concrete foundation. Corrodes the bottom plate of the tank.
[0003]
Therefore, conventionally, as shown in FIG. 3A, a waterproof sheet 10 has been laid so as to cover the end portion of the annula plate 8. The waterproof sheet 10 has a flat plate shape, and is closely attached so that the space between the installation base 7 and the annular plate 8 can be stopped. However, since the displacement of the annular plate 8 is locally large, a load is directly applied to the waterproof sheet 10 due to the behavior of the annula plate 8, and the waterproof sheet 10 may be torn as shown in FIG.
[0004]
[Problems to be solved by the invention]
SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to provide a sealing material that can follow the behavior of a storage tank bottom plate such as an annual plate without directly placing a burden on the sealing material, and a construction method therefor.
[0005]
[Means for Solving the Problems]
The present invention has been made to solve the above problems, the gist of which is to provide a folded portion at one end of the flexible member, the lower surface of the folded portion and the lower surface of the other end of the flexible member, Each of the sealing materials serves as a watertight attachment portion to the installation base or the bottom plate of the storage tank, and preferably the folded portion has a cross-sectionally-letter shape and stores the longer one with the different arm lengths. It relates to a sealing material that is adapted to attach the shorter side to the installation base on the bottom plate of the tank. The flexible member is an EPDM vulcanized rubber having a breaking elongation of 450% or more, a tensile strength of 75 kgf / cm 2 or more, and a tear strength of 25 kgf / cm or more, and a thickness of 2.0 mm or more and 5. It is a sealing material in which a self-adhesive layer of unvulcanized rubber-based butyl rubber having a breaking elongation of 1300% or more is provided on each of the watertight mounting portions.
[0006]
In addition, as a method of applying the sealing material, a base reinforcing agent is applied to the installation base, and an iron part base treating agent and a butyl rubber base treating agent are applied to the bottom plate of the storage tank, and the lower surface of the folded portion at the end of the flexible member and the possible The watertight attachment part with a butyl rubber self-adhesion layer on the lower surface of the other end of the flexible member is bonded to the installation base or the bottom plate of the storage tank, respectively, so that the water between the installation base and the bottom plate of the storage tank is stopped. is there.
[0007]
DETAILED DESCRIPTION OF THE INVENTION
The sealing material of the present invention is made of a flexible member. Various rubbers, resins, and the like can be used as the flexible member, but EPDM-based or butyl rubber-based vulcanized rubber that is weather-resistant rubber is preferable. Further, water resistance and durability are also required, and it is particularly preferable that the breaking elongation is 450% or more, the tensile strength is 75 kgf / cm 2 or more, and the tear strength is 25 kgf / cm or more. Furthermore, the thickness of the flexible member is preferably 1.0 mm or more in consideration of durability and the like. In particular, the installation stability in the circumferential direction of the storage tank, that is, the familiarity of the sheet with the dog running portion and the overall From the viewpoint of typical workability, it is preferable to set the thickness to 2.0 mm. However, even if the thickness exceeds 5.0 mm, the installation stability does not change.
[0008]
Further, the sealing material of the present invention has a folded portion at one end of the flexible member. That is, by turning up, for example, a letter shape is obtained. Therefore, even if a gap is formed between the bottom plate of the storage tank and the installation base, the displacement is absorbed by the rising of the L-shaped tip, so that it does not break like a conventional waterproof sheet. It is. The folded portion is not limited to a letter shape, but may be a letter shape, a Z shape, an S shape, or the like. In addition, when installing the sealing material of the present invention, if the long side of the letter shape with different arm lengths is bonded to the bottom plate of the storage tank and the short side is bonded to the installation base, the top of the letter shape will be on the installation base side. However, in this case, the sealing material acts so that the installation base side is lifted by the behavior of the tank bottom plate to absorb the displacement. However, conversely, the shorter arm may be used as the tank bottom plate side, and in this case, the L-shaped tip is lifted on the tank bottom plate side.
[0009]
Furthermore, if a self-adhesive layer of unvulcanized rubber-based butyl rubber is provided in the watertight mounting portion of the sealing material, the stress on the lower surface of the mounting portion generated when the sealing material is lifted can be relieved. The unvulcanized rubber-based butyl rubber is preferably one having a breaking elongation of 1300% or more.
[0010]
【Example】
Hereinafter, preferred embodiments of the present invention will be described with reference to the drawings.
FIG. 1 is a side view showing a sealing material of the present invention. The flexible member 2 constituting the sealing material 1 is an ethylene / propylene / terpolymer, has a breaking elongation of 450% or more, a tensile strength of 75 kgf / cm 2 or more, and a tear strength of 25 kgf / cm or more. A 6008 certified product. The thickness is 2.0 mm. As shown in FIG. 1, the flexible member 2 is provided with a folded portion 3 at one end, and has a letter shape as a whole. The length of the longer arm in the letter shape, that is, the total width L1 of the sealing material is 300 mm, and the width L2 of the shorter arm is 110 mm. In addition, the L-shaped tip portion 4 is integrated to double the thickness of 4.0 mm, and the width L3 of the tip portion 4 is 20 mm.
[0011]
Further, an unvulcanized butyl rubber adhesive sheet 5 having a thickness of 0.7 mm and a width of 80 mm is attached to the lower surface of the long arm having a letter shape, and the bottom plate of the storage tank, that is, the oil tank in this embodiment. Bonded to the annula plate. On the other hand, an unvulcanized butyl rubber adhesive sheet 6 having a thickness of 0.7 mm and a width of 60 mm is also attached to the lower surface of the shorter arm of the letter shape, and is adhered to the installation base, that is, asphalt mortar in this embodiment. The In addition, the release paper is attached to the unvulcanized butyl rubber adhesive sheets 5 and 6 before construction.
[0012]
FIG. 2 is a cross-sectional view showing the behavior when the sealing material of the present invention is applied to an annula plate of a petroleum tank. In this embodiment, the longer side of the letter shape with different arm lengths is bonded to the annula plate 8 and the shorter side is bonded to the asphalt mortar 7. In the state where no oil is contained in the tank, the end of the annular plate 8 is bent upward and deformed as shown in FIG. 2, but the letter-shaped tip 4 of the flexible member 2 is lifted and the letter is Opens and the deformation is absorbed. Therefore, since the burden is not applied to the sealing material, it is possible to ensure excellent water stop without breaking. Here, the lift of the tip 4 and the degree of opening of the letter shape are mainly determined by the length of the opening (L2-L3) and the width of the unvulcanized butyl rubber adhesive sheet 6 bonded to the asphalt mortar 7, It is selected appropriately according to the situation of the location.
[0013]
Next, a method for applying the sealing material of the present invention to an annulus plate of a petroleum tank will be described. First, if there is an existing waterproof sheet, it is removed. Also, remove dust and foreign substances from the annula plate, asbestos mortar, which will be the installation base, and clean it. Next, Sandine 121 (an asphalt mortar base reinforcing agent) is applied to the asphalt mortar to treat the base. On the other hand, Sandine 732B (iron part surface treating agent, butyl rubber ground surface treating agent) is applied to the annula plate. Further, sandine 732B is further applied to asphalt mortar, and sandine 732B is also applied to the butyl rubber self-adhering layer of the sealing material. Then, after the alignment, the longer ones in the letter shape with different arm lengths of the sealing material are attached to the annula plate and the shorter ones are attached to the asphalt mortar to complete the construction.
[0014]
The sealing material having a length of 2 m and a thickness of 2.0 mm shown in the embodiment of the present invention is applied to the annulus plate of the oil tank by the method of the embodiment, and the sealing material is contaminated, peeled, misaligned, damaged (tear, hole) As a result of inspection after 1 month, 3 months, and 6 months, no abnormalities were found as a result of seven items of (drilling), deterioration (surface crack, carbonized), swelling, and water accumulation (water intrusion).
[0015]
【The invention's effect】
In the sealing material of the present invention, for example, a letter-shaped folded portion is provided at one end of the flexible member, and the lower surface of the folded portion and the lower surface of the other end of the flexible member are respectively connected to the installation base or the bottom plate of the storage tank. Since the watertight mounting portion is used, even if a gap is generated between the installation base and the bottom plate of the storage tank, the folded portion is lifted so that the displacement is absorbed and the conventional waterproof sheet is not broken. If the flexible member is an EPDM vulcanized rubber having a breaking elongation of 450% or more, a tensile strength of 75 kgf / cm 2 or more, a tear strength of 25 kgf / cm or more, and particularly a thickness of 2 mm or more, If the self-adhesive layer of unvulcanized rubber-based butyl rubber with a breaking elongation of 1300% or more is provided in each of the watertight mounting parts, the stress generated in the sealing material will be excellent. Can be relaxed.
[0016]
The sealing material construction method of the present invention includes applying a base reinforcing agent to the installation base and applying an iron base treating agent and a butyl rubber base treating agent to the bottom plate of the storage tank, and a folded portion at one end of the flexible member. By attaching the watertight attachment part with a butyl rubber self-adhesive layer on the bottom surface and the bottom surface of the other end of the flexible member to the installation base or the bottom plate of the storage tank, respectively, the water between the installation base and the bottom plate of the storage tank is stopped. Therefore, it is possible to prevent rainwater entering from the periphery of the tank skirt and effectively prevent corrosion of the tank bottom plate.
[Brief description of the drawings]
FIG. 1 is a side view showing a sealing material of the present invention.
FIG. 2 is a cross-sectional view showing the behavior when the sealing material of the present invention is applied to an annula plate of an oil tank.
FIG. 3 is a cross-sectional view showing the behavior when a conventional waterproof sheet is applied to an annula plate of an oil tank.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 ... Seal material 2 Flexible member 3 Folding part 4 Tip part 5 Unvulcanized butyl rubber adhesive sheet 6 Unvulcanized butyl rubber adhesive sheet 7 Installation base (asphalt mortar)
8 ... Bottom plate of storage tank (annular plate)
10 ··· Waterproof sheet L1 · L-shaped long arm length (full width of sealing material)
L2 ... Length of the shorter arm of L shape L3 ... Width of the tip of L shape

Claims (6)

設置基盤と貯留タンクの底板との間を止水するシール材において、可撓性部材の一端に折り返し部を設け、前記折り返し部下面および可撓性部材の他端の下面を、それぞれ設置基盤または貯留タンクの底板との水密取り付け部としたことを特徴とするシール材。In the sealing material that stops water between the installation base and the bottom plate of the storage tank, a folded portion is provided at one end of the flexible member, and the bottom surface of the folded portion and the bottom surface of the other end of the flexible member are respectively connected to the installation base or A sealing material characterized in that it is a watertight attachment portion with a bottom plate of a storage tank. 前記折り返し部が断面レ字状であって、腕の長さの異なるレ字状の長い方を貯留タンクの底板に、短い方を設置基盤に取り付けるようになされたことを特徴とする請求項1に記載のシール材。2. The folded portion has a letter shape in cross section, and the longer one with the different arm length is attached to the bottom plate of the storage tank, and the shorter one is attached to the installation base. The sealing material as described in. 前記可撓性部材が破断伸度450%以上、引張強さ75kgf/cm2以上、引裂強さ25kgf/cm以上のEPDM系加硫ゴムであることを特徴とする請求項1または2に記載のシール材。3. The seal according to claim 1, wherein the flexible member is an EPDM vulcanized rubber having a breaking elongation of 450% or more, a tensile strength of 75 kgf / cm 2 or more, and a tear strength of 25 kgf / cm or more. Wood. 前記可撓性部材の厚さが2.0mm以上5.0mm以下であることを特徴とする請求項1ないし3に記載のシール材。The sealing material according to claim 1, wherein a thickness of the flexible member is 2.0 mm or greater and 5.0 mm or less. 前記水密取り付け部のそれぞれに破断伸度1300%以上の未加硫ゴム系ブチルゴムの自着層を設けたことを特徴とする請求項1ないし4に記載のシール材。5. The sealing material according to claim 1, wherein a self-adhesive layer of unvulcanized rubber-based butyl rubber having a breaking elongation of 1300% or more is provided in each of the watertight mounting portions. 設置基盤に下地補強剤を塗布するとともに貯留タンクの底板に鉄部下地処理剤およびブチルゴム下地処理剤を塗布し、可撓性部材の一端の折り返し部下面および可撓性部材の他端下面のブチルゴム自着層付き水密取り付け部をそれぞれ設置基盤または貯留タンクの底板に貼り合わせることにより、設置基盤と貯留タンクの底板との間を止水するようにしたことを特徴とするシール材の施工方法。Apply base reinforcing agent to the installation base and apply iron part base treating agent and butyl rubber base treating agent to the bottom plate of the storage tank, and butyl rubber on the lower surface of the folded portion at one end of the flexible member and the lower surface of the other end of the flexible member A sealing material construction method characterized in that a watertight attachment portion with a self-adhesive layer is bonded to an installation base or a bottom plate of a storage tank to stop water between the installation base and the bottom plate of the storage tank.
JP11555099A 1999-04-22 1999-04-22 Sealing material and its construction method Expired - Fee Related JP4076673B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11555099A JP4076673B2 (en) 1999-04-22 1999-04-22 Sealing material and its construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11555099A JP4076673B2 (en) 1999-04-22 1999-04-22 Sealing material and its construction method

Publications (2)

Publication Number Publication Date
JP2000309394A JP2000309394A (en) 2000-11-07
JP4076673B2 true JP4076673B2 (en) 2008-04-16

Family

ID=14665326

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11555099A Expired - Fee Related JP4076673B2 (en) 1999-04-22 1999-04-22 Sealing material and its construction method

Country Status (1)

Country Link
JP (1) JP4076673B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2505629A1 (en) 2011-03-31 2012-10-03 Shin-Etsu Chemical Co., Ltd. Waterproof adhesive sheet and waterproof treatment
WO2014050356A1 (en) 2012-09-28 2014-04-03 信越化学工業株式会社 Waterproofing method for outdoor tank
WO2014069071A1 (en) 2012-10-30 2014-05-08 信越化学工業株式会社 Outdoor tank waterproofing sheet and outdoor tank waterproofing method
US8999504B2 (en) 2012-10-02 2015-04-07 Shin-Etsu Chemical Co., Ltd. Waterproof sheet for use in bridge pier repair and waterproof working method using the same
KR20170070185A (en) 2014-10-22 2017-06-21 신에쓰 가가꾸 고교 가부시끼가이샤 Waterproof sheet and method for waterproofing construction

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2505629A1 (en) 2011-03-31 2012-10-03 Shin-Etsu Chemical Co., Ltd. Waterproof adhesive sheet and waterproof treatment
US9976056B2 (en) 2011-03-31 2018-05-22 Shin-Etsu Chemical Co., Ltd. Waterproof sheet and waterproof treatment
US10590307B2 (en) 2011-03-31 2020-03-17 Shin-Etsu Chemical Co., Ltd. Waterproof sheet and waterproof treatment
WO2014050356A1 (en) 2012-09-28 2014-04-03 信越化学工業株式会社 Waterproofing method for outdoor tank
US9611614B2 (en) 2012-09-28 2017-04-04 Shin-Etsu Chemical Co., Ltd. Waterproofing method for outdoor tank
US8999504B2 (en) 2012-10-02 2015-04-07 Shin-Etsu Chemical Co., Ltd. Waterproof sheet for use in bridge pier repair and waterproof working method using the same
US9758935B2 (en) 2012-10-02 2017-09-12 Shin-Etsu Chemical Co., Ltd. Waterproof sheet for use in bridge pier repair and waterproof working method using the same
WO2014069071A1 (en) 2012-10-30 2014-05-08 信越化学工業株式会社 Outdoor tank waterproofing sheet and outdoor tank waterproofing method
KR20170070185A (en) 2014-10-22 2017-06-21 신에쓰 가가꾸 고교 가부시끼가이샤 Waterproof sheet and method for waterproofing construction

Also Published As

Publication number Publication date
JP2000309394A (en) 2000-11-07

Similar Documents

Publication Publication Date Title
US6209283B1 (en) Sealed roof and method for sealing a roof
KR100934283B1 (en) Expansion joint waterproofing and waterproofing method of concrete structure using expansion joint member
JP4076673B2 (en) Sealing material and its construction method
JP2014088191A (en) Waterproof sheet for outdoor tank, and waterproof construction method of outdoor tank
CN106638290A (en) Caulking device for bridge profile steel expansion joint
KR101128760B1 (en) Construction method of waterproof sheet for roof prevented rupture of sheet by wind pressure
JP6660825B2 (en) Water conduction structure and construction method of water conduction structure
US6167666B1 (en) Early warning leak detector
JP6511652B2 (en) Waterproof method of concrete structure
KR100875897B1 (en) Waterproof method using waterproof sheet with LFC nonwoven fabric on both sides of synthetic resin sheet
CN206396628U (en) A kind of caulking device of bridge type steel expansion joint
JP4749735B2 (en) Skylight draining sheet
JP2001323794A (en) Lining structure of tunnel structure
KR102419801B1 (en) Expansion joint device that can prevent leakage
JP3702277B2 (en) Waterproof sheet for roof and waterproof construction method using the same
CN215518897U (en) A waterproof construction and bill-board base for bill-board base
CN201089876Y (en) Waterproof sheets used to prevent water seepage from the joints of cement concrete pavement and bridge deck panels
KR101044052B1 (en) Composite waterproofing method using point adhesive asphalt coating waterproofing material
JP3523176B2 (en) Renovation waterproof structure on rooftop with parapet with chin and its construction method
JP2019094776A (en) Waterproof construction method for concrete structure
CN214696504U (en) Compound protection film polymer protection drainage structures
CN214143823U (en) A tool for protecting manhole covers in pavement asphalt construction
JP3895790B2 (en) A weather hood tape for preventing rainwater from entering between the floating roof and the tank side plate of the floating roof type outdoor storage tank, an undercoat of the tape, and rainwater intrusion prevention construction using the tape Method
CN211547832U (en) High-temperature-resistant outdoor rubber waterstop
JP3751685B2 (en) Cable stayed damper

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20051221

RD03 Notification of appointment of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7423

Effective date: 20051221

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20080110

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20080122

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20080130

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110208

Year of fee payment: 3

LAPS Cancellation because of no payment of annual fees