JPH02153176A - Mounting method of water-proofing and corrosion resisting sheet - Google Patents
Mounting method of water-proofing and corrosion resisting sheetInfo
- Publication number
- JPH02153176A JPH02153176A JP63304041A JP30404188A JPH02153176A JP H02153176 A JPH02153176 A JP H02153176A JP 63304041 A JP63304041 A JP 63304041A JP 30404188 A JP30404188 A JP 30404188A JP H02153176 A JPH02153176 A JP H02153176A
- Authority
- JP
- Japan
- Prior art keywords
- corrosion
- concrete wall
- tension member
- water
- hole
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 230000007797 corrosion Effects 0.000 title claims abstract description 32
- 238000005260 corrosion Methods 0.000 title claims abstract description 32
- 238000000034 method Methods 0.000 title claims description 10
- 238000004078 waterproofing Methods 0.000 title abstract description 4
- 229920005992 thermoplastic resin Polymers 0.000 claims abstract description 8
- 238000002844 melting Methods 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 16
- 238000003780 insertion Methods 0.000 abstract description 4
- 230000037431 insertion Effects 0.000 abstract description 4
- 238000003466 welding Methods 0.000 abstract 1
- 229920005989 resin Polymers 0.000 description 5
- 239000011347 resin Substances 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 239000003822 epoxy resin Substances 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 229920000647 polyepoxide Polymers 0.000 description 3
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 239000010865 sewage Substances 0.000 description 2
- KZBUYRJDOAKODT-UHFFFAOYSA-N Chlorine Chemical compound ClCl KZBUYRJDOAKODT-UHFFFAOYSA-N 0.000 description 1
- 229920002943 EPDM rubber Polymers 0.000 description 1
- RTAQQCXQSZGOHL-UHFFFAOYSA-N Titanium Chemical group [Ti] RTAQQCXQSZGOHL-UHFFFAOYSA-N 0.000 description 1
- 239000004699 Ultra-high molecular weight polyethylene Substances 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 238000000889 atomisation Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 125000003700 epoxy group Chemical group 0.000 description 1
- 229910000856 hastalloy Inorganic materials 0.000 description 1
- 229920001903 high density polyethylene Polymers 0.000 description 1
- 239000004700 high-density polyethylene Substances 0.000 description 1
- 239000002440 industrial waste Substances 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 230000008018 melting Effects 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 229920001225 polyester resin Polymers 0.000 description 1
- 239000004645 polyester resin Substances 0.000 description 1
- 239000004800 polyvinyl chloride Substances 0.000 description 1
- 229920000915 polyvinyl chloride Polymers 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 150000005846 sugar alcohols Polymers 0.000 description 1
- 239000008399 tap water Substances 0.000 description 1
- 235000020679 tap water Nutrition 0.000 description 1
- 229920001187 thermosetting polymer Polymers 0.000 description 1
- 229920000785 ultra high molecular weight polyethylene Polymers 0.000 description 1
- 230000003313 weakening effect Effects 0.000 description 1
Landscapes
- Building Environments (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は、上水の貯水タンクや下水の浄化槽などのコ
ンクリート壁面に防水防蝕シートを張り付けるための防
水防蝕シートの取付工法に関する。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a method for attaching a waterproof and corrosion-resistant sheet to a concrete wall surface of a water storage tank for water supply, a septic tank for sewage, etc.
従来から、上水の貯水タンク、下水の浄化槽。 Traditionally, water storage tanks for clean water and septic tanks for sewage.
着水井、ばっき槽、沈殿池、汚泥受槽および尿膜入槽な
どのコンクリート壁面には、耐蝕性の確保や水洩れを確
実に防止するため、エポキシ樹脂やポリエステル樹脂な
どの樹脂ライニングが施されている。特にエポキシ樹脂
は多価アルコールによってエポキシ基が重合硬化する樹
脂で、3次元架橋できるという特性から、接着剤用、塗
料などとしての利用も盛んであり、被塗着物に対する接
着力が極めて高く、耐水性に富むために防水用として広
く使用されている。The concrete walls of receiving wells, atomization tanks, settling tanks, sludge receiving tanks, and allantoic tanks are lined with resin such as epoxy resin or polyester resin to ensure corrosion resistance and prevent water leakage. ing. In particular, epoxy resin is a resin in which the epoxy group is polymerized and cured by polyhydric alcohol, and because of its ability to three-dimensionally crosslink, it is widely used for adhesives and paints, and has extremely high adhesive strength and water resistance. It is widely used for waterproofing because of its high properties.
ところで、かかる貯水槽本体の内面に対するエポキシ樹
脂などの樹脂ライニングは、耐久性が5〜10年と、比
較的短く、しかも現場施工であるため、狭小空間での作
業性が悪く、かつ樹脂層剥離が避けられず、信頼性に欠
けるという問題点があった。一方、これに対して、上記
槽本体の内周面に、産業廃棄物処分場に用いられる防水
防蝕シートを鋲を用いて貼り付ける方法も提案されるに
及んでいる。By the way, the durability of the resin lining such as epoxy resin for the inner surface of the water tank body is relatively short at 5 to 10 years, and since it is constructed on-site, it is difficult to work in a narrow space and the resin layer may peel off. There was a problem in that reliability was unavoidable. On the other hand, in response to this, a method has also been proposed in which a waterproof and corrosion-resistant sheet used in industrial waste disposal sites is attached to the inner circumferential surface of the tank body using rivets.
しかしながら、かかる従来の防水防蝕シートの取付工法
にあっては、ステンレスなどの金属鎖を用いた場合には
品質劣化による脆弱化や腐蝕によりシート保持が長期に
亘って維持できず、ハステロイやチタンを用いたもので
は高価になってしまう。また熱硬化性樹脂などの鋲では
整形が困難であり、コンクリート壁面に打ち込んだ後に
塑性変形して、その後容易に抜け落ち、シート保持が不
完全になるという実用上の問題点があった。However, in the conventional method of installing waterproof and corrosion-resistant sheets, when metal chains such as stainless steel are used, the sheet cannot be maintained for a long time due to weakening and corrosion due to quality deterioration, and hastelloy and titanium chains are used. The ones used are expensive. In addition, studs made of thermosetting resin are difficult to shape, and there are practical problems in that they plastically deform after being driven into a concrete wall and then easily fall off, resulting in incomplete sheet retention.
この発明はかかる従来の問題点に着目してなされたもの
であり、貯水槽などのコンクリート壁の防水防蝕効果が
確実にえられ、かつ、防水防蝕シートの保持を長年に亘
って安定的に維持することができる防水防蝕シートの取
付工法を提供することを目的とするものである。This invention was made in view of these conventional problems, and it is possible to reliably achieve waterproof and corrosion-proofing effects on concrete walls such as water storage tanks, and to maintain the waterproof and corrosion-resistant sheet stably for many years. The purpose of the present invention is to provide a method for installing a waterproof and corrosion-resistant sheet.
この発明にかかる防水防蝕シートの取付工法は、コンク
リート壁に形成した削孔内に熱可塑性樹脂の引張部材を
挿入し、さらにこの引張部材内にこの引張部材を前記削
孔から抜け落ちないようにアンカーを打ち込み、このア
ンカーの打ち込みまたは上記引張部材の挿入に前後して
上記コンクリート壁面に敷設した防水防蝕シートを、上
記引張部材の上記コンクリート壁面から外方へ突出した
部分で熱溶融して形成した鍔部により保持するようにし
たものである。The method for installing a waterproof and corrosion-resistant sheet according to the present invention involves inserting a thermoplastic resin tension member into a hole formed in a concrete wall, and anchoring the tension member within the tension member to prevent it from falling out of the hole. A collar is formed by driving a waterproof and corrosion-resistant sheet, which is laid on the concrete wall surface before and after driving the anchor or inserting the tension member, by heat-melting the portion of the tension member that protrudes outward from the concrete wall surface. It is designed to be held by the parts.
この発明におけるアンカーは、コンクリート壁の削孔内
に挿入された引張部材内に圧入されて、これを外に押し
拡げるため、その引張部材とコンクリート壁との結着を
強固にする。また、引張部材は熱可塑性樹脂からなるた
め、これのコンクリート壁から突出した部分を熱溶融す
ることで、コンクリート壁面に敷設した防水防蝕シート
を抑圧する鍔部の成形を可能にし、防水防蝕シートのコ
ンクリート壁に対する取り付けが安定2強固に行われる
。The anchor according to the present invention is press-fitted into a tension member inserted into a hole in a concrete wall and expands outward, thereby strengthening the bond between the tension member and the concrete wall. In addition, since the tension member is made of thermoplastic resin, by thermally melting the part of the tension member that protrudes from the concrete wall, it is possible to form a flange that suppresses the waterproof and corrosion-resistant sheet laid on the concrete wall. Installation to concrete walls is stable and strong.
以下に、この発明の一実施例を図面について具体的に説
明する。第1図(a)〜(e)は例えば貯水槽のコンク
リート壁に防水防蝕シー1−を張り付けていく工法を順
を追って説明する作業工程図であり、同図において、1
は貯水槽のコンクリート壁、2はコンクリート壁1の削
孔3に挿入される熱可塑性樹脂の引張り作用と後述する
鍔部を形成するための筒状の引張材、4は引張部材2内
に打ち込まれて圧入されるアンカー、5はアンカー3の
打込棒、6は上記引張部材2によってコンクリート壁1
の表面に保持される防水防蝕シートである。An embodiment of the present invention will be specifically described below with reference to the drawings. Figures 1 (a) to (e) are work process diagrams illustrating step-by-step the construction method of pasting waterproof and corrosion-resistant sheet 1- on the concrete wall of a water tank, for example.
2 is a concrete wall of the water tank, 2 is a cylindrical tensile material for forming the tensile action of the thermoplastic resin inserted into the drilled hole 3 of the concrete wall 1 and a flange described later, and 4 is a cylindrical tensile material driven into the tensile member 2. 5 is the driving rod of the anchor 3, 6 is the anchor that is press-fitted into the concrete wall 1 by the tension member 2.
It is a waterproof and corrosion-resistant sheet that is held on the surface of.
次に、上記防水防蝕シート6のコンクリート壁1に対す
る取付方法を、第1図に示す作業工程図について説明す
る。Next, a method of attaching the waterproof and corrosion-resistant sheet 6 to the concrete wall 1 will be explained with reference to the work flow diagram shown in FIG. 1.
まず、貯水槽などのコンクリート壁1に対して、所定深
さの削孔3を掘削機を用いて、第1図(a)に示すよう
に形成する。なお、この削孔3はコンクリート壁1面の
全体に亘って複数個平均的な間隔をおいて設けられる。First, a hole 3 of a predetermined depth is formed in a concrete wall 1 of a water storage tank or the like using an excavator, as shown in FIG. 1(a). Incidentally, a plurality of holes 3 are provided at average intervals over the entire surface of the concrete wall.
次に、こうして形成した各削孔3に対して、ポリ塩化ビ
ニール、EPDM。Next, polyvinyl chloride, EPDM is applied to each hole 3 thus formed.
高密度ポリエチレン、超高分子量ポリエチレンなどの熱
可塑性樹脂からなる引張部材2が第1図(b)に示すよ
うに挿入される。なお、この引張部材2は図示のように
先端部に底があって塞がっているものや、底がなくて完
全な筒状をなすものを任意に選択して用いることができ
る。A tension member 2 made of a thermoplastic resin such as high-density polyethylene or ultra-high molecular weight polyethylene is inserted as shown in FIG. 1(b). Note that this tension member 2 can be arbitrarily selected and used, such as one having a bottom at the tip and being closed, as shown in the figure, or one having a complete cylindrical shape without a bottom.
続いて、上記引張部材2の内径よりも最大外径が大きい
アンカー4を用意して、これをその引張部材2の開口端
から挿入し、さらにこのアンカー4を削孔2の内壁に臨
む引張部材2の内部に押し込む。この押し込みは、第1
図(c)に示すように打込棒5をアンカー4の一端に衝
き当て、これを抑圧または打撃することにより行う。な
お、この実施例ではプラグ4の形状を截頭円錐形としで
ある。このようにして、アンカー4を打ち込んだ後は、
上記打込棒5を引張部材2内から第1図(d)に示すよ
うに取り去り、アンカー4を引張部材2内に残量したま
まにする。かかる状態にあっては、アンカー4が引張部
材2を削孔3内に強力に挟圧しているため、引張部材2
は削孔3から決して抜けることはない。次に、コンクリ
ート壁1の表面側に防水防蝕シート6を拡げるようにし
て敷き、各削孔3に対応する部分には挿入孔7を開け、
これらの挿入孔7に、その削孔3に嵌め込まれている引
張部材2の先端部を第1図(d)に示すように挿通し、
防水防蝕シート6がコンクリート壁1の表面に接するよ
うにする。次に、挿入孔7から突出している引張部材2
の先端部を加熱溶融してつぶし、第1図(s)に示すよ
うなねじ原状の鍔部8を形成する。なお、このとき鍔部
8・が防水防蝕シート6をコンクリート壁1の表面に圧
接するようにする。この場合において、引張部材2と防
水防蝕シート6とが同一または同系の材料からなる場合
には、その鍔部8をその防水防蝕シートに対し一体に熱
融着せしめることができる。Next, prepare an anchor 4 whose maximum outer diameter is larger than the inner diameter of the tension member 2, insert it from the open end of the tension member 2, and insert the anchor 4 into the tension member facing the inner wall of the drilled hole 2. Push it inside 2. This pushing is the first
This is done by hitting one end of the anchor 4 with the driving rod 5 and pressing or striking it, as shown in Figure (c). In this embodiment, the shape of the plug 4 is a truncated cone. After driving anchor 4 in this way,
The driving rod 5 is removed from the tension member 2 as shown in FIG. 1(d), leaving the anchor 4 remaining inside the tension member 2. In such a state, the anchor 4 strongly presses the tension member 2 into the drilled hole 3, so the tension member 2
will never come out of drill hole 3. Next, a waterproof and corrosion-resistant sheet 6 is spread out on the surface side of the concrete wall 1, and insertion holes 7 are made in the parts corresponding to each drilled hole 3.
The tip of the tension member 2 fitted in the drilled hole 3 is inserted into these insertion holes 7 as shown in FIG. 1(d),
The waterproof and corrosion-resistant sheet 6 is brought into contact with the surface of the concrete wall 1. Next, the tension member 2 protruding from the insertion hole 7
The tip is heated, melted, and crushed to form a thread-like flange 8 as shown in FIG. 1(s). At this time, the flange 8 presses the waterproof and corrosion-resistant sheet 6 against the surface of the concrete wall 1. In this case, if the tension member 2 and the waterproof and corrosion-resistant sheet 6 are made of the same or similar materials, the collar portion 8 can be integrally heat-sealed to the waterproof and corrosion-resistant sheet.
かくして、上記の防水防蝕シート6は、第2図に示すよ
うに、貯水槽11の内壁および底部に均一に取り付ける
ことができ、上水中の腐蝕成分によるコンクリート壁1
およびコンクリート底の腐蝕を有効に防止することがで
きる。なお、第2図において、12はマンホール、13
は取水孔、14は排水孔である。なお、上記実施例では
、防水防蝕シート6を貯水槽11の周側であるコンクリ
ート壁1およびコンクリート底15に設けたものを示し
たが、天井部分16をも一体に被うようにすることによ
り、上水中に含まれる塩素ガスによるコンクリート天井
の腐蝕をも確実に防止することができる。In this way, the above-mentioned waterproof and corrosion-resistant sheet 6 can be uniformly attached to the inner wall and bottom of the water tank 11, as shown in FIG.
And corrosion of the concrete bottom can be effectively prevented. In addition, in Figure 2, 12 is a manhole, 13
14 is a water intake hole, and 14 is a drainage hole. In the above embodiment, the waterproof and corrosion-resistant sheet 6 is provided on the concrete wall 1 and the concrete bottom 15, which are the circumferential sides of the water tank 11, but by covering the ceiling part 16 as well. It is also possible to reliably prevent corrosion of concrete ceilings caused by chlorine gas contained in tap water.
以上のように、この発明によればコンクリート壁に形成
した削孔内に熱可塑性樹脂の引張部材を挿入し、さらに
この引張部材内にこの引張部材の内径よりも最大外径が
大きいアンカーを打ち込み。As described above, according to the present invention, a tension member made of thermoplastic resin is inserted into a hole formed in a concrete wall, and an anchor having a maximum outer diameter larger than the inner diameter of the tension member is driven into the tension member. .
このアンカーの打ち込みまたは引張部材の上記挿入に前
後して上記コンクリート壁面に敷設した防水防蝕シート
を、上記引張部材の上記コンクリート壁面から外へ突出
する部分を熱溶融して形成した鍔部により保持するよう
にしたので、上記防水防蝕シートをコンクリート壁に対
し、容易に抜けることがないように、しかも確実に取り
付けることができるとともに取付後も引張部材の腐蝕が
ないので、その確実な取付状態を長年に亘って維持、で
きるという効果が得られる。The waterproof and corrosion-resistant sheet laid on the concrete wall surface before and after driving the anchor or inserting the tension member is held by a flange formed by heat-melting the portion of the tension member that protrudes outward from the concrete wall surface. As a result, the above-mentioned waterproof and corrosion-resistant sheet can be securely attached to the concrete wall without easily coming off, and the tension members will not corrode even after installation, so the secure installation condition can be maintained for many years. The effect is that it can be maintained and maintained over a period of time.
第1図はこの発明にかかる防水防蝕シートの取付工法を
示す作業工程図、第2図は防水防蝕シートを取り付けた
貯水槽を示す断面図である。
1・・コンクリート壁、2・・引張部材、3・・削孔、
4・・アンカー、6・・防水防蝕シート。
8・・鍔部。
jl1図FIG. 1 is a work process diagram showing a method of installing a waterproof and corrosion-resistant sheet according to the present invention, and FIG. 2 is a sectional view showing a water tank to which a waterproof and corrosion-resistant sheet is attached. 1. Concrete wall, 2. Tension member, 3. Hole drilling,
4. Anchor, 6. Waterproof and corrosion-resistant sheet. 8.Tsubabe. jl1 figure
Claims (1)
部材を挿入し、さらにこの引張部材内にこの引張を前記
削孔から抜け落ちないようにアンカーを打ち込み、この
アンカーの打ち込みまたは上記引張部材の挿入に前後し
て上記コンクリート壁面に敷設した防水防蝕シートを、
上記引張部材の上記コンクリート壁面から外方へ突出し
た部分を熱溶融して形成した鍔部により保持するように
した防水防蝕シートの取付工法。Inserting a thermoplastic resin tension member into a hole formed in a concrete wall, and driving an anchor into the tension member to prevent the tension from falling out of the hole, and driving the anchor or inserting the tension member. A waterproof and corrosion-resistant sheet was laid on the concrete wall surface before and after
A method for installing a waterproof and corrosion-resistant sheet, in which a portion of the tension member protruding outward from the concrete wall surface is held by a flange formed by heat-melting.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP63304041A JPH02153176A (en) | 1988-12-02 | 1988-12-02 | Mounting method of water-proofing and corrosion resisting sheet |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP63304041A JPH02153176A (en) | 1988-12-02 | 1988-12-02 | Mounting method of water-proofing and corrosion resisting sheet |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH02153176A true JPH02153176A (en) | 1990-06-12 |
Family
ID=17928340
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP63304041A Pending JPH02153176A (en) | 1988-12-02 | 1988-12-02 | Mounting method of water-proofing and corrosion resisting sheet |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH02153176A (en) |
-
1988
- 1988-12-02 JP JP63304041A patent/JPH02153176A/en active Pending
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