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JP2674028B2 - Tarpaulin - Google Patents

Tarpaulin

Info

Publication number
JP2674028B2
JP2674028B2 JP62183051A JP18305187A JP2674028B2 JP 2674028 B2 JP2674028 B2 JP 2674028B2 JP 62183051 A JP62183051 A JP 62183051A JP 18305187 A JP18305187 A JP 18305187A JP 2674028 B2 JP2674028 B2 JP 2674028B2
Authority
JP
Japan
Prior art keywords
water
sheet
permeable
permeable sheet
impermeable
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
JP62183051A
Other languages
Japanese (ja)
Other versions
JPS6424999A (en
Inventor
栄 白井
一夫 八木
知之 宮川
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.)
Daiwabo Co Ltd
Tanaka Ltd
Zacros Corp
Original Assignee
Fujimori Kogyo Co Ltd
Daiwabo Co Ltd
Tanaka 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 Fujimori Kogyo Co Ltd, Daiwabo Co Ltd, Tanaka Ltd filed Critical Fujimori Kogyo Co Ltd
Priority to JP62183051A priority Critical patent/JP2674028B2/en
Publication of JPS6424999A publication Critical patent/JPS6424999A/en
Application granted granted Critical
Publication of JP2674028B2 publication Critical patent/JP2674028B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Lining And Supports For Tunnels (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明はトンネル工事等の土木工事に使用される防水
シートに関する。 〔従来の技術〕 従来、トンネルの一次覆工コンクリートと二次覆工コ
ンクリートとの間に張設されて一次覆工コンクリート側
からの湧水が二次覆工コンクリート側に漏出するのを防
止する防水シートとして、第7図に示したように、不透
水性合成樹脂シートaの一面にこれと同尺の不織布等の
透水性シートbを積層した構成のものが知られている。 〔発明が解決しようとする問題点〕 この従来の防水シートは、第8図に示したように、透
水性シートbを一次覆工コンクリートc側に、不透水性
合成樹脂シートaを二次覆工コンクリートd側に配置さ
せて張設するもので、一次覆工コンクリートc側からの
湧水は一次覆工コンクリートcや透水性シートb内を通
って流下していくものであるが、このように防水シート
を張設する場合、その下部に有孔パイプ等の導水管eを
別途配設し、流下した湧水をこの導水管e内に流入させ
ると共に、導水管eに連結された排水管fを通して外部
に排出することが行なわれている。 しかし、このような導水管を配設する作業は比較的面
倒であり、防水シートを張設する作業と別途に導水管を
配設しなければならないので、防水工事が煩雑になる問
題があった。一方、トンネルなどの土砂の多い場所で使
用される導水管の場合、土砂による目詰まりが起こり難
いものであることが望ましい。 本発明は上記事情を改善するためになされたもので、
導水管を防水シートと一体に形成でき、導水管配設作業
が簡単化して繁雑な防水工事を回避することができるの
みならず、土砂の目詰まりを起こりにくくすることがで
きる防水シートを提供することを目的とする。 〔問題点を解決するための手段〕 本発明は上記目的を達成するため、不透水性シートの
一面に透水性シートを積層してなる防水シートにおい
て、透水性シートの長さ方向一端部又は両端部を不透水
性シートの長さ方向一端部又は両端部より外方に延出さ
せると共に、上記透水性シートの少なくとも該延出端部
を太さが0.5〜3mmの多数の合成樹脂の線状体が相互に交
差しながら水平方向並びに厚み方向に不規則に方向を変
えて一方から他方に延びており、これら多数の連続線状
体が各々の交差点で少なくとも一部で相互に接着され、
且つ網目のさしわたし長さが2〜20mmのシート状網状体
により形成し、該延出端部を管状に巻回して内部中空部
に導水路を形成したものである。 〔作用〕 本発明の防水シートは、透水性シートの長さ方向一端
部又は両端部を不透水性シートの長さ方向一端部又は両
端部より外方に延出させてあるので、その延出端部を予
め或いは使用時に管状に丸め、このように管状に巻回さ
れた延出端部の内部中空部により形成された導水路を導
水管として用いることができる。 従って、本発明によれば、防水シートとは別途に導水
管を配設しなくてもよく、防水シートと一体に導水管を
形成できるため、導水管配置作業が簡略化され、防水工
事が簡単に行なわれる。 またこの場合、導水管は太さが0.5〜3mmの多数の合成
樹脂の線状体が相互に交差しながら水平方向並びに厚み
方向に不規則に方向を変えて一方から他方に延びてお
り、これら多数の連続線状体が各々の交差点で少なくと
も一部で相互に接着され、且つ網目のさしわたし長さが
2〜20mmのシート状網状体により形成されるので、導水
管内への水の流入性は良好であり、有孔パイプのように
パイプに穿孔を行なうというような手間を要することも
なく、更に、不織布を使用した場合に比べて、土砂の目
詰まりが起こりにくくなるのみならず、導水管のコンク
リート打設圧,土圧に対する耐性も向上し得る。 以下、本発明の実施例につき第1図乃至第6図を参照
して説明する。 〔実施例〕 第1図は本発明の一実施例を示すもので、この実施例
に係る防水シート1は、不透水性シート2の一面にこれ
より長尺の透水性シート3を積層してなるもので、この
透水性シート3の長さ方向両端部はそれぞれ不透水性シ
ート2の長さ方向両端部より外方に延出されている。 ここで、この透水性シート3の延出端部4,4の延出長
さは、これら延出端部4,4をそれぞれ管状に丸めた時に
これら管部が導水管として所望の大きさ(直径)になり
得る長さである。 なお、上記不透水性シート2の材質は限定されるもの
ではないが、ポリエチレン,ポリプロピレン,エチレン
−酢酸ビニル等の熱可塑性合成樹脂が好適である。 また、透水性シート3としては、合成樹脂繊維による
網の単層体や多層体が使用できる。即ち、多数の線状体
が相互に交差しながら水平方向並びに厚み方向に不規則
に方向を変えて一方から他方に延びており、これら多数
の連続線状体が各々の交差点で少なくとも一部で相互に
接着されたシート状網状体である。かかる網状体におい
て、線状体の太さは0.5〜3mm、シート状網状体の網目の
大きさは、さしわたし長さが2〜20mmのものであり、こ
のようなシート状網状体を使用することによって、導水
管の使用に当たり土砂の目詰まりが起こりにくくなる。
また、シート状網状体は全体が平面であるよりも、適度
にうねり状の凹凸のある形状であれば、導水管を成形し
た場合なお一層通水性がよくなる(この場合、高さhは
1〜30mmとすることが好ましい)。このようなシート状
網状体の一例として、その平面図及び側面図を第2図及
び第3図に示す。ここで、5が線状体、6が交差点であ
る。なお、透水性シート3の延出端部4,4は管状に形成
した際に良好な水流入性、保形性を有することが望まし
いので、延出端部4,4を構成する透水性シートは上記し
た合成樹脂の線状体によるシート状網状体で形成されて
いるので、不織布に比べて押圧力に対する抵抗があり、
このため、これによって形成される導水管のコンクリー
ト打設圧,土圧に対する耐性が向上する。また管状に形
成する場合、延出端部を2〜3回巻回して、コンクリー
ト打設圧,土圧により耐えるようにすることが好まし
い。 更に、不透水性シート2と透水性シート3との積層
は、熱接着、接着剤を用いた接着等の適宜な方法を採用
し、両シート2,3を部分接着又は全面接着するなどによ
り行なうことができる。 上述した防水シート1は、第4図に示したように、一
次覆工コンクリート7側に透水性シート3を、二次覆工
コンクリート8側に不透水性シート2を配置した状態で
これらコンクリート7,8間に張設されるが、この場合透
水性シート3の両延出端部4,4(第4図では一方の延出
端部4のみを示す)をそれぞれ管状に成形し、この管部
を導水管9として使用するもので、一次覆工コンクリー
ト7、透水性シート3内を流下してきた湧水はこの導水
管9内に流入し、次いで排水管(図示せず)から外部に
排水されるものである。 従って、このように導水管9が防水シート1と一体に
形成され、わざわざ別途導水管を設置する必要がないの
で、防水工事が簡単に行なわれ、従来のような繁雑な工
事を回避することができる。 この場合、上述した導水管9の形成は予め防水シート
の製造の際に同時に行なってもよく、防水シートの使用
時に行なってもよい。 なお、防水シートの構成は第1図の実施例に制限され
るものではなく、例えば第5図に示したように、不透水
性シート2の一面長さ方向両端側にそれぞれ延出端部4,
4を設けた状態で2枚の透水性シート3,3を積層し、不透
水性シート2の一面中間部は透水シート非積層状態に構
成することができ、この場合、図示はしないが、この不
透水性シート2の一面中間部に長さ方向に沿って多数の
突条を突設するように構成してもよい。また、第6図に
示したように、不透水性シート2の一面長さ方向両側に
それぞれ延出端部4,4を設けた状態で2枚の透水性シー
ト3a,3aを積層すると共に、不透水性シート2の一面中
間部にこれら透水性シート3a,3aと目の粗さ,材質など
が相違する他の透水性シート3bを積層するようにしても
よい。この場合、延出端部4,4を有する一方の透水性シ
ート3a,3aを上述した網状体で形成し、他方の透水性シ
ート3bを通常の織布,不織布などによって形成すること
ができる。更に、図示はしないが、透水性シートを波形
状に積層したり、必要によっては透水性シートの長さ方
向一端部のみを延出するなど、本発明の要旨の範囲内で
種々変更して差支えない。 〔発明の効果〕 以上説明したように、本発明の防水シートによれば、
透水性シートの延出端部で防水シートと一体に導水管を
形成できるので、導水管を別途設置しなくてもよく、導
水管配設作業が簡略化され、防水工事が能率的に行なわ
れるのみならず、導水管における土砂の目詰まりが起こ
りにくく、更にコンクリート打設圧,土圧に対する耐性
を向上させることができる。従って、本発明の防水シー
トはトンネルなどの防水工事に非常に有用である。
The present invention relates to a waterproof sheet used for civil engineering work such as tunnel construction. [Prior Art] Conventionally, it is stretched between the primary lining concrete and the secondary lining concrete of a tunnel to prevent spring water from leaking from the primary lining concrete side to the secondary lining concrete side. As a waterproof sheet, as shown in FIG. 7, a waterproof sheet having a structure in which a water-permeable sheet b such as a nonwoven fabric having the same size as the water-impermeable synthetic resin sheet a is laminated is known. [Problems to be Solved by the Invention] As shown in FIG. 8, this conventional waterproof sheet has a water-permeable sheet b on the side of the primary lining concrete c and a water-impermeable synthetic resin sheet a on the secondary side. It is arranged on the working concrete d side and stretched, and the spring water from the side of the primary lining concrete c flows down through the primary lining concrete c and the water permeable sheet b. When a waterproof sheet is stretched over the water pipe, a water conduit e such as a perforated pipe is separately provided under the waterproof sheet, and the flowing spring water flows into the water conduit e and a drain pipe connected to the water conduit e. It is discharged to the outside through f. However, the work of arranging such a water conduit is relatively troublesome, and since the water conduit must be installed separately from the work of stretching the waterproof sheet, there is a problem that the waterproofing work becomes complicated. . On the other hand, in the case of a water conduit used in a place with much sediment such as a tunnel, it is desirable that the clogging due to sediment does not easily occur. The present invention has been made to improve the above situation,
(EN) Provided is a waterproof sheet that can form a water conduit integrally with a waterproof sheet, simplify the work of arranging the water conduit, avoid complicated waterproof work, and prevent clogging of soil and sand. The purpose is to [Means for Solving Problems] In order to achieve the above object, the present invention provides a waterproof sheet comprising a water-permeable sheet laminated on one surface of a water-impermeable sheet, wherein one end or both ends in the length direction of the water-permeable sheet. The part of the water-impermeable sheet is extended outward from one end or both ends of the water-impermeable sheet, and at least the extended end of the water-permeable sheet is formed of a large number of synthetic resin having a thickness of 0.5 to 3 mm. The bodies extend from one side to the other while irregularly changing directions in the horizontal direction and the thickness direction while intersecting with each other, and a large number of these continuous linear bodies are bonded to each other at at least a part at each intersection,
In addition, the mesh length is formed by a sheet-like mesh body having a length of 2 to 20 mm, and the extending end portion is wound in a tubular shape to form a water conduit in the inner hollow portion. [Operation] Since the waterproof sheet of the present invention has one end or both ends in the length direction of the water-permeable sheet extended outward from one end or both ends in the length direction of the water-impermeable sheet, the extension thereof It is possible to use a water conduit formed by the inner hollow portion of the extending end thus rolled into a tubular shape by rolling the end portion into a tubular shape in advance or at the time of use. Therefore, according to the present invention, it is not necessary to provide a water conduit separately from the waterproof sheet, and since the water conduit can be formed integrally with the waterproof sheet, the operation of arranging the water conduit is simplified and the waterproofing work is simplified. To be done. Further, in this case, the water conduit extends from one to the other by changing the direction in the horizontal direction and the thickness direction irregularly while a number of synthetic resin linear bodies having a thickness of 0.5 to 3 mm intersect with each other. Since a large number of continuous linear bodies are bonded to each other at each intersection at least at some points, and are formed by a sheet-like mesh body having a mesh length of 2 to 20 mm, the inflow of water into the water conduit. The property is good, it does not require the trouble of perforating the pipe like a perforated pipe, and further, compared to the case of using a non-woven fabric, not only clogging of earth and sand is less likely to occur, The resistance of the water conduit to concrete pouring pressure and earth pressure can also be improved. An embodiment of the present invention will be described below with reference to FIGS. 1 to 6. [Embodiment] FIG. 1 shows an embodiment of the present invention. A waterproof sheet 1 according to this embodiment has a long water-permeable sheet 3 laminated on one surface of a water-impermeable sheet 2. In this case, both lengthwise ends of the water-permeable sheet 3 extend outwardly from both lengthwise ends of the water-impermeable sheet 2. Here, the extending lengths of the extending end portions 4, 4 of the water permeable sheet 3 are such that when these extending end portions 4, 4 are rolled into a tubular shape, these pipe portions have a desired size as a water guiding pipe ( Diameter). The material of the water-impermeable sheet 2 is not limited, but a thermoplastic synthetic resin such as polyethylene, polypropylene, ethylene-vinyl acetate or the like is preferable. Further, as the water-permeable sheet 3, a net single-layer body or a multi-layer body made of a synthetic resin fiber can be used. That is, a large number of linear bodies change directions in the horizontal direction and the thickness direction in an irregular manner while intersecting with each other and extend from one to the other, and a large number of these continuous linear bodies form at least a part at each intersection. It is a sheet-like mesh body adhered to each other. In such a reticulated body, the thickness of the linear reticulate body is 0.5 to 3 mm, the mesh size of the sheet reticulated body is a length of 2 to 20 mm, and such a reticulated body is used. By doing so, the clogging of earth and sand is less likely to occur when the water conduit is used.
Further, if the sheet-like net-like body has a shape with moderately undulating irregularities rather than being entirely flat, water permeability is further improved when the water conduit is molded (in this case, the height h is 1 to 1). 30mm is preferable). As an example of such a sheet-like net, a plan view and a side view thereof are shown in FIGS. 2 and 3. Here, 5 is a linear body, and 6 is an intersection. Since the extending ends 4, 4 of the water permeable sheet 3 preferably have good water inflow property and shape retention when formed into a tubular shape, the water permeable sheet forming the extending ends 4, 4 is preferable. Since it is formed of a sheet-like mesh made of the above-mentioned synthetic resin linear body, there is resistance to pressing force compared to non-woven fabric,
Therefore, the resistance of the water conduit formed by this to concrete pouring pressure and earth pressure is improved. Further, in the case of forming a tubular shape, it is preferable to wind the extended end portion 2 to 3 times so as to withstand the concrete pouring pressure and the earth pressure. Further, the water-impermeable sheet 2 and the water-permeable sheet 3 are laminated by using an appropriate method such as heat adhesion or adhesion using an adhesive, and the both sheets 2 and 3 are partially or entirely bonded. be able to. As shown in FIG. 4, the above-mentioned waterproof sheet 1 has the water-permeable sheet 3 on the primary lining concrete 7 side and the water-impermeable sheet 2 on the secondary lining concrete 8 side, and these concrete 7 In this case, both extension ends 4 and 4 (only one extension end 4 is shown in FIG. 4) of the water-permeable sheet 3 are formed into a tubular shape. Part of the water is used as the water conduit 9, and the spring water flowing down in the primary lining concrete 7 and the water permeable sheet 3 flows into the water conduit 9 and then drains to the outside from a drain pipe (not shown). It is what is done. Therefore, the water conduit 9 is formed integrally with the waterproof sheet 1 in this way, and it is not necessary to separately install a water conduit, so that the waterproofing work can be easily performed and the complicated work as in the past can be avoided. it can. In this case, the above-described formation of the water conduit 9 may be carried out in advance at the same time as the production of the waterproof sheet, or at the time of using the waterproof sheet. The structure of the waterproof sheet is not limited to the embodiment shown in FIG. 1. For example, as shown in FIG. 5, the extended end portions 4 are provided at both end sides in the length direction of the impermeable sheet 2. ,
It is possible to stack two water-permeable sheets 3 and 3 in a state where the water-permeable sheet 3 is provided, and to arrange the water-impermeable sheet 2 in a non-laminated state at one middle portion of the water-impermeable sheet 2. In this case, although not shown, A large number of ridges may be provided in the middle portion of one surface of the water-impermeable sheet 2 along the length direction. Further, as shown in FIG. 6, two water-permeable sheets 3a, 3a are laminated while the extended end portions 4, 4 are provided on both sides in the one surface length direction of the water-impermeable sheet 2, and Another water-permeable sheet 3b having a different mesh roughness and material from those of the water-permeable sheets 3a, 3a may be laminated in the middle portion of one surface of the water-impermeable sheet 2. In this case, one of the water-permeable sheets 3a, 3a having the extended end portions 4, 4 can be formed of the mesh body described above, and the other water-permeable sheet 3b can be formed of an ordinary woven fabric, non-woven fabric, or the like. Further, although not shown, various modifications may be made within the scope of the present invention, such as stacking a water-permeable sheet in a corrugated shape or extending only one end in the length direction of the water-permeable sheet if necessary. Absent. As described above, according to the waterproof sheet of the present invention,
Since the water conduit can be formed integrally with the waterproof sheet at the extended end of the water permeable sheet, it is not necessary to install a water conduit separately, the work of arranging the water conduit is simplified, and waterproofing work is performed efficiently. In addition, clogging of earth and sand in the water conduit does not easily occur, and resistance to concrete pouring pressure and earth pressure can be improved. Therefore, the waterproof sheet of the present invention is very useful for waterproofing work such as tunnels.

【図面の簡単な説明】 第1図は本発明の一実施例を示す断面図、第2図は同例
の透水性シートの一部省略拡大平面図、第3図は同例の
透水性シートの一部省略拡大側面図、第4図は同例の施
工例を示す一部省略断面図、第5図及び第6図はそれぞ
れ本発明の他の実施例を示す断面図、第7図は従来の防
水シートの断面図、第8図は同シートを用いた従来の施
工例を示す断面図である。 1……防水シート、2……不透水性シート、 3,3a,3b……透水性シート、 4……延出端部。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a cross-sectional view showing an embodiment of the present invention, FIG. 2 is an enlarged plan view of the water-permeable sheet of the same example with a part thereof omitted, and FIG. 3 is a water-permeable sheet of the same example. Is a partially omitted enlarged side view, FIG. 4 is a partially omitted sectional view showing a construction example of the same example, FIGS. 5 and 6 are sectional views showing other embodiments of the present invention, and FIG. FIG. 8 is a cross-sectional view of a conventional waterproof sheet, and FIG. 8 is a cross-sectional view showing a conventional construction example using the same sheet. 1 ... Waterproof sheet, 2 ... Impermeable sheet, 3,3a, 3b ... Pervious sheet, 4 ... Extended end.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 八木 一夫 大阪府泉大津市宮町12番23号 株式会社 田中内 (72)発明者 宮川 知之 兵庫県加古郡播磨町古宮877 大和紡績 株式会社播磨研究所内 (56)参考文献 特開 昭58−26198(JP,A)   ────────────────────────────────────────────────── ─── Continuation of front page    (72) Inventor Kazuo Yagi               12-23 Miyamachi, Izumiotsu City, Osaka Prefecture Co., Ltd.               Tanaka (72) Inventor Tomoyuki Miyakawa               877 Komiya, Harima-cho, Kako-gun, Hyogo Prefecture               Harima Institute Co., Ltd.                (56) Reference JP-A-58-26198 (JP, A)

Claims (1)

(57)【特許請求の範囲】 1.不透水性シートの一面に透水性シートを積層してな
る防水シートにおいて、透水性シートの長さ方向一端部
又は両端部を不透水性シートの長さ方向一端部又は両端
部より外方に延出させると共に、上記透水性シートの少
なくとも該延出端部を太さが0.5〜3mmの多数の合成樹脂
の線状体が相互に交差しながら水平方向並びに厚み方向
に不規則に方向を変えて一方から他方に延びており、こ
れら多数の連続線状体が各々の交差点で少なくとも一部
で相互に接着され、且つ網目のさしわたし長さが2〜20
mmのシート状網状体により形成し、該延出端部を管状に
巻回して内部中空部に導水路を形成したことを特徴とす
る防水シート。
(57) [Claims] In a waterproof sheet in which a water-permeable sheet is laminated on one surface of a water-impermeable sheet, one end or both ends in the length direction of the water-permeable sheet are extended outward from one end or both ends in the length direction of the water-impermeable sheet. Along with letting out, at least the extending end portion of the water-permeable sheet is irregularly changed in the horizontal direction and the thickness direction while a number of synthetic resin linear bodies having a thickness of 0.5 to 3 mm intersect each other. These continuous linear bodies extend from one to the other and are bonded to each other at least at a part at each intersection, and the mesh length I of the mesh is 2 to 20.
A waterproof sheet, characterized in that it is formed of a sheet-like mesh body of mm, and the extending end portion is wound in a tubular shape to form a water conduit in the inner hollow portion.
JP62183051A 1987-07-22 1987-07-22 Tarpaulin Expired - Fee Related JP2674028B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62183051A JP2674028B2 (en) 1987-07-22 1987-07-22 Tarpaulin

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62183051A JP2674028B2 (en) 1987-07-22 1987-07-22 Tarpaulin

Publications (2)

Publication Number Publication Date
JPS6424999A JPS6424999A (en) 1989-01-26
JP2674028B2 true JP2674028B2 (en) 1997-11-05

Family

ID=16128878

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62183051A Expired - Fee Related JP2674028B2 (en) 1987-07-22 1987-07-22 Tarpaulin

Country Status (1)

Country Link
JP (1) JP2674028B2 (en)

Cited By (1)

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JPH09235798A (en) * 1996-03-01 1997-09-09 Bridgestone Corp Sound absorptive object
JP7117736B2 (en) * 2018-12-25 2022-08-15 フジモリ産業株式会社 Tunnel waterproof structure
CN114562299B (en) * 2022-01-20 2025-06-20 温州市瓯江引水发展有限公司 Tunnel waterproof structure and construction method of the tunnel waterproof structure

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5826198A (en) * 1981-08-07 1983-02-16 ブリヂストン工業用品東京販売株式会社 Prevention of water leakage over total surface of tunnel

Cited By (5)

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Publication number Priority date Publication date Assignee Title
US7852658B2 (en) 2008-03-14 2010-12-14 Micron Technology, Inc. Phase change memory cell with constriction structure
US9281478B2 (en) 2008-03-14 2016-03-08 Micron Technology, Inc. Phase change memory cell with constriction structure
US10008664B2 (en) 2008-03-14 2018-06-26 Micron Technology, Inc. Phase change memory cell with constriction structure
US10777739B2 (en) 2008-03-14 2020-09-15 Micron Technology, Inc. Phase change memory cell with constriction structure
US10879459B2 (en) 2008-03-14 2020-12-29 Micron Technology, Inc. Phase change memory cell with constriction structure

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