JPH0437997Y2 - - Google Patents

Info

Publication number
JPH0437997Y2
JPH0437997Y2 JP18727186U JP18727186U JPH0437997Y2 JP H0437997 Y2 JPH0437997 Y2 JP H0437997Y2 JP 18727186 U JP18727186 U JP 18727186U JP 18727186 U JP18727186 U JP 18727186U JP H0437997 Y2 JPH0437997 Y2 JP H0437997Y2
Authority
JP
Japan
Prior art keywords
protrusions
lattice
stop sheet
ridges
water
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
Application number
JP18727186U
Other languages
Japanese (ja)
Other versions
JPS6391599U (en
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 filed Critical
Priority to JP18727186U priority Critical patent/JPH0437997Y2/ja
Publication of JPS6391599U publication Critical patent/JPS6391599U/ja
Application granted granted Critical
Publication of JPH0437997Y2 publication Critical patent/JPH0437997Y2/ja
Expired legal-status Critical Current

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  • Laminated Bodies (AREA)
  • Shaping Of Tube Ends By Bending Or Straightening (AREA)

Description

【考案の詳細な説明】 産業上の利用分野 本考案は建設工事におけるコンクリート覆工、
例えばトンネル、立坑、ダム、地下構造物等の造
成におけるコンクリート覆工に先立ち、コンクリ
ート被覆工面に張られる止水シート、特にそのコ
ンクリート覆工背面に湧水排水用の空間を存在さ
せるために片面に点在して隆凸を有するタイプの
プラスチツクの止水シートに関する。
[Detailed explanation of the invention] Industrial application field This invention is used for concrete lining in construction work,
For example, prior to concrete lining in the construction of tunnels, shafts, dams, underground structures, etc., a water-stop sheet is placed on the concrete lining, especially on one side to create a space for spring water drainage behind the concrete lining. This invention relates to a type of plastic water stop sheet that has ridges and ridges scattered about.

実用新案登録請求の範囲の項の記載を含め、本
明細書で本考案に関し、“プラスチツク”なる語
は、エンボスロールによるエンボス加工の下、所
要の隆凸を形成し得る性質を持つた各種材料を包
む広義の意味で使用されている。
In this specification, including the statement in the claims section of the utility model registration, in relation to the present invention, the term "plastic" refers to various materials that have the property of forming desired protrusions and protrusions under embossing with an embossing roll. It is used in a broad sense, encompassing.

従来の技術とその問題点 従来、建設工事におけるコンクリート覆工に先
立ち、コンクリート被覆工面に張られる前述のタ
イプの止水シートは、隆凸を点在的に片面に設け
てなるものが知られており、このような従来の止
水シートは次の問題がある。
Conventional technology and its problems Conventionally, the above-mentioned type of water-stop sheet that is applied to the surface of the concrete lining prior to concrete lining in construction work is known to have ridges and protrusions scattered on one side. However, such conventional waterstop sheets have the following problems.

この種のタイプの止水シートにおける隆凸は工
業性等の面からエンボスロールによるエンボス加
工により素材シートに形成され、そしてこの種タ
イプの止水シートはコストを安くするべく厚みを
薄くする傾向にあるが、素材シートを薄くすると
エンボスロールによる隆凸の成形性は悪くなり、
隆凸をコンクリート覆工背面に湧水排水用の空間
を存在させるのに即した突出度及び径にて良好に
素材シートに成形できない。
The ridges and protrusions in this type of water stop sheet are formed on the material sheet by embossing with an embossing roll for industrial reasons, and the thickness of this type of water stop sheet tends to be thinner in order to reduce the cost. However, if the material sheet is made thinner, the formability of the ridges and convexes with the embossing roll becomes worse.
It is not possible to properly form the protrusions into a material sheet with the protrusion and diameter suitable for creating a space for spring water drainage on the back side of the concrete lining.

そこで本考案は従来で不可能であつた薄肉の素
材シートにおいて、エンボスロールによる加工の
下、所要突出度及び径の隆凸を良好に成形するこ
とを保証し、隆凸付きのタイプで薄肉になる止水
シートを提供しようというものである。
Therefore, the present invention guarantees that ridges and ridges of the required protrusion and diameter can be formed well under processing using an embossing roll on thin material sheets, which was previously impossible. The aim is to provide a water-stop sheet.

問題点を解決するための手段 上記本考案の目的は、建設工事のコンクリート
覆工背面に湧水排水用の空間を存在させるための
点在する隆凸を片面に有するプラスチツクの止水
シートであつて、横方向に並ぶ格子点を結ぶ線が
止水シート横軸線に対し傾斜する格子状に突条が
片面に形成され、該突条の交点相当個所に所要の
隆凸が該突条の突出度より大なる突出度で形成さ
れている止水シートによつて達成される。
Means for Solving the Problems The purpose of the present invention is to provide a plastic water-stop sheet having scattered protrusions on one side in order to create a space for draining spring water on the back side of a concrete lining for construction work. Then, protrusions are formed on one side in a lattice shape in which lines connecting horizontally arranged lattice points are inclined with respect to the horizontal axis of the water stop sheet, and required protrusions and protrusions are formed at locations corresponding to the intersections of the protrusions. This is achieved by a water-stop sheet that is formed with a protrusion greater than 1.

本考案で止水シートをプラスチツクとするの
は、所要の突条及び隆凸をエンボスロールによる
エンボス加工により形成するためである。
The reason why the water stop sheet is made of plastic in the present invention is that the necessary protrusions and protrusions are formed by embossing with an embossing roll.

実施例 次に本考案の実施例を添付図面を参照して説明
する。
Embodiments Next, embodiments of the present invention will be described with reference to the accompanying drawings.

エンボスロールによるエンボス加工によりプラ
スチツクの素材シートの片面に、横方向に並ぶ格
子点を並ぶ線が止水シート1横(第1図の左右方
向)軸線(素材シート横軸線と同じ)に対し傾斜
する格子点パターンをなす格子状の突条11と、
該突条11の交点相当個所に位置する、建設工事
のコンクリート覆工A背面に湧水排水用の空間B
を存在させるための隆凸12とを形成する。該隆
凸12はその突出度が前記突条11の突出度より
大きい。上記止水シート1横軸線はエンボスロー
ルの縦軸線の方向に対向する。
By embossing with an embossing roll, the lines that line up the lattice points arranged horizontally on one side of the plastic material sheet are inclined with respect to the horizontal axis of the water stop sheet 1 (left-right direction in Figure 1) (same as the horizontal axis of the material sheet). lattice-shaped protrusions 11 forming a lattice point pattern;
A space B for spring water drainage is located on the back of the concrete lining A of the construction work, located at a point corresponding to the intersection of the protrusions 11.
The ridges 12 are formed to make the ridges and ridges exist. The degree of protrusion of the protrusions and protrusions 12 is greater than the degree of protrusion of the protrusion 11. The horizontal axis of the water stop sheet 1 faces the vertical axis of the embossing roll.

図示の態様例のものでは、突条11の格子が上
記格子点パターンでの斜め格子になつており、隆
凸12が千鳥状の配置になつているが、突条11
の格子は横方向に並ぶ格子点を結ぶ線が止水シー
ト横軸線に対して傾斜する格子である限り、他の
態様の格子、例えば格子縦線が止水シート縦軸線
に平行し、格子横線が横方向に並ぶ格子点を結ぶ
線である格子であり、隆凸12が突条11の当該
格子における格子点に位置する配置でもよい。
In the illustrated embodiment, the lattice of the protrusions 11 is a diagonal lattice with the above-mentioned lattice point pattern, and the protrusions 12 are arranged in a staggered manner.
As long as the lattice is a lattice in which the lines connecting horizontally arranged lattice points are inclined with respect to the horizontal axis of the water stop sheet, other types of lattice, for example, the vertical lattice lines are parallel to the vertical axis of the water stop sheet, and the horizontal lattice lines are may be a lattice that is a line connecting lattice points arranged in the horizontal direction, and the protrusions 12 may be located at the lattice points of the protrusions 11 in the lattice.

図で符号13は止水シート1の左右両端の接続
用部であり、該部13は突条11及び隆凸12の
ない帯域になつている。
In the figure, reference numerals 13 indicate connection parts at both left and right ends of the waterstop sheet 1, and the parts 13 are zones without protrusions 11 and protrusions 12.

止水シート1はコンクリート被覆工面Cに従来
と同様にして張られ、隣接する止水シート1と1
の相互に重なり合う接続用部13が従来と同様に
溶着される。そして該止水シート1の上からコン
クリート覆工Aを施す結果として、コンクリート
覆工A背面に湧水排水用の空間Bが存在すること
になる。該空間Bは、隆凸12の突出度が突条1
1の突出度より大きいので、コンクリート覆工A
背面の実質上、全面的に亘つて連通する。
The water stop sheet 1 is applied to the concrete covering surface C in the same manner as before, and the adjacent water stop sheets 1 and 1
The mutually overlapping connecting portions 13 are welded in a conventional manner. As a result of applying the concrete lining A from above the water stop sheet 1, a space B for spring water drainage exists on the back side of the concrete lining A. In the space B, the degree of protrusion of the protrusions and protrusions 12 is 1.
Since the protrusion is greater than 1, concrete lining A
It communicates over substantially the entire back surface.

考案の効果 本考案に係る止水シートは片面に格子状の突条
を形成し、該突条の交点相当個所に隆凸を形成し
た構成であるため、エンボスロールによりプラス
チツク素材シートに該突条及び隆凸をエンボス加
工すると、該突条の縦、横格子線の収斂状交りで
プラスチツク素材シートの実質的な厚みが増大さ
れた形で隆凸が当該個所に形成されることにな
り、従つて薄肉のプラスチツクシートによる素材
を用い、これにエンボスロールによる加工の下、
所要突出度及び径にて隆凸を形成することができ
る。
Effects of the invention The water stop sheet according to the invention has a structure in which lattice-like protrusions are formed on one side and protrusions are formed at locations corresponding to the intersections of the protrusions. When the ridges and ridges are embossed, ridges and ridges are formed at the relevant locations by increasing the substantial thickness of the plastic material sheet due to the convergent intersection of the vertical and horizontal lattice lines of the ridges, Therefore, we used a thin plastic sheet material and processed it with an embossing roll.
Protrusions and protrusions can be formed with a desired degree of protrusion and diameter.

更にまた本考案では突条の格子は横方向に並ぶ
格子点を結ぶ線が止水シート横軸線に対し傾斜す
る格子状の態様であるため、エンボスロールによ
る加工の下、素材シート片面に突条及び隆凸を成
形する際、エンボスロール周面の該突条の格子に
相当する格子状の溝がエンボス加工の進行におけ
る空気逃がしの通路として役立つ。そして隆凸が
該格子状突条の交点相当個所にあることは、横に
並ぶ隆凸を結ぶ線も止水シート横軸線に対し傾斜
することになるので、隆凸が止水シート横軸線と
平行に並ぶ場合に比べ、隆凸に対応するエンボス
ロール周面の凹窪部に空気をエンボスロールの回
転で封じ込めることが極めて少なくなる。これ等
の結果、薄肉のプラスチツク素材シートに対する
隆凸のエンボスロールによる成形性がよくなる。
Furthermore, in the present invention, the lattice of the protrusions is in a lattice-like form in which the lines connecting the lattice points arranged in the horizontal direction are inclined with respect to the horizontal axis of the waterstop sheet. When forming protrusions and protrusions, lattice-shaped grooves corresponding to the lattice of the protrusions on the circumferential surface of the embossing roll serve as air escape passages during the progress of embossing. The fact that the protrusions are located at the points corresponding to the intersections of the lattice-like protrusions means that the line connecting the protrusions lined up horizontally is also inclined with respect to the horizontal axis of the water stop sheet. Compared to the case where the embossing rolls are arranged in parallel, the rotation of the embossing roll makes it much less likely that air will be trapped in the depressions on the circumferential surface of the embossing roll corresponding to the protrusions. As a result of these, the moldability of the protrusions on the thin plastic material sheet using an embossing roll is improved.

かくして本考案によれば、従来で不可能であつ
た薄肉の素材シートにおいて、エンボスロールに
よる加工の下、所要突出度及び径の隆凸を良好に
成形することを保証し、隆凸付きのタイプで薄肉
になる止水シートを提供し得る。
Thus, according to the present invention, it is possible to form protrusions and protrusions of the desired protrusion degree and diameter in a thin material sheet, which was previously impossible, under processing with an embossing roll, and to create a type with protrusions and protrusions. It is possible to provide a water stop sheet that becomes thinner.

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

第1図は本考案の一実施例を示す平面図、第2
図は第1図の一部拡大図、第3図は第2図の〜
線断面図である。 1……止水シート、11……突条、12……隆
凸、A……コンクリート覆工、B……湧水排水用
の空間、C……コンクリート被覆工面。
Figure 1 is a plan view showing one embodiment of the present invention;
The figure is a partially enlarged view of Figure 1, and Figure 3 is a partial enlargement of Figure 2.
FIG. 1...Waterstop sheet, 11...Protrusion, 12...Rump, A...Concrete lining, B...Space for spring water drainage, C...Concrete covered construction surface.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 建設工事のコンクリート覆工背面に湧水排水用
の空間を存在させるための点在する隆凸を片面に
有するプラスチツクの止水シートであつて、横方
向に並ぶ格子点を結ぶ線が止水シート横軸線に対
し傾斜する格子状に突条が片面に形成され、該突
条の交点相当個所に所要の隆凸が該突条の突出度
より大なる突出度で形成されている止水シート。
It is a plastic water stop sheet that has scattered ridges on one side to create a space for spring water drainage on the back of the concrete lining of construction work, and the lines connecting the horizontal grid points are the water stop sheets. A water-stop sheet, in which protrusions are formed on one side in a lattice shape inclined with respect to a horizontal axis, and required protrusions and protrusions are formed at locations corresponding to the intersections of the protrusions with a degree of protrusion greater than that of the protrusions.
JP18727186U 1986-12-03 1986-12-03 Expired JPH0437997Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18727186U JPH0437997Y2 (en) 1986-12-03 1986-12-03

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18727186U JPH0437997Y2 (en) 1986-12-03 1986-12-03

Publications (2)

Publication Number Publication Date
JPS6391599U JPS6391599U (en) 1988-06-14
JPH0437997Y2 true JPH0437997Y2 (en) 1992-09-07

Family

ID=31137600

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18727186U Expired JPH0437997Y2 (en) 1986-12-03 1986-12-03

Country Status (1)

Country Link
JP (1) JPH0437997Y2 (en)

Also Published As

Publication number Publication date
JPS6391599U (en) 1988-06-14

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