JPH0657477U - Locking liner - Google Patents
Locking linerInfo
- Publication number
- JPH0657477U JPH0657477U JP090265U JP9026592U JPH0657477U JP H0657477 U JPH0657477 U JP H0657477U JP 090265 U JP090265 U JP 090265U JP 9026592 U JP9026592 U JP 9026592U JP H0657477 U JPH0657477 U JP H0657477U
- Authority
- JP
- Japan
- Prior art keywords
- thin plate
- subsoil
- liner
- deposit
- landfill
- 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
Landscapes
- Revetment (AREA)
- Processing Of Solid Wastes (AREA)
Abstract
(57)【要約】
【目的】 心土上を滑って仕切り位置がずれることのな
いライナを提供する。
【構成】 堆積物の配置位置を仕切って心土上に配置さ
れ、上面に載置された前記堆積物を安定に堆積させるラ
イナであり、上面に前記堆積物が載置される帯状の可撓
性の薄板１と、この薄板１の少くとも下面に突出形成さ
れた係止突起２とを有する構成にしてある。
【効果】 特に傾斜面において、可撓性の薄板に設けた
係合突起が心土に係合し、ライナが心土上で仕切りの位
置ずれを起こさず、ライナの薄板の上面に精度よく位置
決めされて堆積物が安定に載置され、予め設定した位置
に精度よく且つ安定に堆積物を配設定することが可能に
なる。
(57) [Summary] [Purpose] To provide a liner that does not shift the partition position by sliding on subsoil. A liner that is arranged on the subsoil by partitioning the placement position of the deposit and that stably deposits the deposit that is placed on the upper surface, and is a strip-shaped flexible member on which the deposit is placed. And a locking projection 2 formed on at least the lower surface of the thin plate 1. [Effect] Especially on the inclined surface, the engagement protrusion provided on the flexible thin plate engages with the subsoil, and the liner does not cause the positional displacement of the partition on the subsoil, and is accurately positioned on the upper surface of the thin plate of the liner. As a result, the deposit is stably placed, and the deposit can be set accurately and stably at a preset position.
Description
【０００１】[0001]
本考案は係止型ライナに係わり、特に堆積物の配置位置を仕切って、堆積物を 安定に堆積させる係止型ライナに関する。 The present invention relates to a locking type liner, and more particularly to a locking type liner that partitions deposition positions of deposits and stably deposits the deposits.
【０００２】[0002]
例えば埋め立て用の廃棄物を埋め立て位置に正確に位置決めして配置させるた めに、プラスチック製のシート状のライナが使用されている。この場合、この種 のライナを埋め立て位置を仕切るように配置し、ライナ上に埋め立て用の廃棄物 を載置し、必要に応じてライナを、埋め立て用の廃棄物間に複数層配すことによ り、埋め立て位置に廃棄物を正確に位置決めして配置している。 For example, plastic sheet liners are used to accurately position and place landfill waste at landfill locations. In this case, arrange this type of liner so as to partition the landfill site, place the landfill waste on the liner, and place multiple layers of the liner between the landfill wastes as necessary. Therefore, the waste is accurately positioned and placed in the landfill position.
【０００３】[0003]
前述の従来のライナでは、例えば傾斜面を有する心土上にライナを配し、この ライナ上に廃棄物を載置して埋め立てを行う場合、ライナが心土上を滑って仕切 り位置がずれ、正確な位置に埋め立てが行われないことがある。 In the above-mentioned conventional liner, for example, when a liner is placed on the subsoil having an inclined surface and waste is placed on this liner for landfilling, the liner slides on the subsoil and the partition position is displaced. , The landfill may not be done in the correct position.
【０００４】 本考案は、前述したようなこの種のライナの現状に鑑みてなされたものであり 、その目的は心土上を滑って仕切り位置がずれることのないライナを提供するこ とにある。The present invention has been made in view of the current state of the liner of this type as described above, and an object thereof is to provide a liner that does not shift the partition position by sliding on the subsoil. .
【０００５】[0005]
前記目的を達成するために、本考案は、堆積物の配置位置を仕切って心土上に 配置され、上面に載置された前記堆積物を安定に堆積させるライナであり、上面 に前記堆積物が載置される帯状の可撓性の薄板と、この薄板の少くとも下面に突 出形成された係止突起とを有する構成にしてある。 In order to achieve the above-mentioned object, the present invention is a liner that divides the placement position of the deposit and is placed on the subsoil and stably deposits the deposit placed on the upper surface. And a belt-shaped flexible thin plate on which is mounted, and a locking projection projectingly formed on at least the lower surface of the thin plate.
【０００６】[0006]
【作用】 このような構成なので、心土上に配置位置を仕切って配置された帯状の可撓性 の薄板の上面に堆積物が載置されると、薄板の少くとも下面に突出形成している 係止突起が、心土に係合して可撓性の薄板は心土に対して位置をずらすことなく 、仕切りを行い、この薄板上には堆積物が安定に載置される。With such a configuration, when the deposit is placed on the upper surface of the strip-shaped flexible thin plate which is arranged on the subsoil by partitioning the arrangement position, it is formed so as to project on at least the lower surface of the thin plate. The locking projection engages the subsoil, and the flexible thin plate partitions without shifting the position with respect to the subsoil, and deposits are stably placed on the thin plate.
【０００７】[0007]
以下、本考案の実施例を図１乃至図８を逐次説明するが、先ず、図１乃至図３ を参照して第１の実施例を説明する。ここで、図１は第１の実施例の構成を示す 斜視図、図２は第１の実施例の構成を示す断面図、図３は第１の実施例の構成を 示す底面図である。 Hereinafter, an embodiment of the present invention will be sequentially described with reference to FIGS. 1 to 8. First, the first embodiment will be described with reference to FIGS. 1 is a perspective view showing the structure of the first embodiment, FIG. 2 is a sectional view showing the structure of the first embodiment, and FIG. 3 is a bottom view showing the structure of the first embodiment.
【０００８】 これらの図に示すように、第１の実施例では、厚み２ｍｍで幅６．８６ｍの帯 状の可撓性、例えば合成樹脂材の薄板１が帯状に形成してあり、この薄板１の下 面には、截頭円錐状又は円錐状のスパイク型の係止突起２が１ｍ２当たり１５０ ０個の割合で突出形成されている。この第１の実施例に係わる係止型ライナは、 ５０ｍの長さに帯状に形成されてロールに巻装されている。As shown in these drawings, in the first embodiment, a strip-shaped flexible plate, for example, a synthetic resin material 1 having a thickness of 2 mm and a width of 6.86 m, is formed in a strip shape. A truncated cone-shaped or conical spike-shaped locking projection 2 is formed on the lower surface of the projection 1 at a rate of 1,500 per 1 m 2 . The locking type liner according to the first embodiment is formed in a strip shape with a length of 50 m and wound around a roll.
【０００９】 第１の実施例を使用して例えば埋め立てを行う場合には、係止突起２を心土に 対接させて、ロールから巻き戻した可撓性の薄板１を所定の長さに切断し、この 薄板１心土上に仕切りの位置決めをして敷設し、薄板１の上面に埋め立て用の廃 棄物を所定の厚みに載置し、心土となる埋め立て用の廃棄物上に係止突起２を対 接させて２層目の薄板１を敷設する。このようにして、埋め立ての高さに対応し た層数の薄板１で位置決めされた埋め立て位置に、埋め立て用の廃棄物が安定に 堆積配置される。実施例では、薄板１の下面の係止突起２が心土に食込んで界面 摩擦を与え、傾斜面で使用された場合でも、係止型ライナの薄板１が移動するこ とがなく、例えば４５の傾斜面でも埋め立て用の廃棄物が、所定の位置に安定し て堆積されて埋め立てが行われる。When landfilling is performed using the first embodiment, for example, the locking projection 2 is brought into contact with the subsoil, and the flexible thin plate 1 unwound from the roll is set to a predetermined length. After cutting, laying a partition on this thin plate 1 subsoil, laying it, placing the landfill waste on the upper surface of the thin plate 1 to a specified thickness, and placing it on the landfill waste that becomes the subsoil. The thin plate 1 of the second layer is laid with the locking projections 2 in contact with each other. In this way, the landfill waste is stably deposited and arranged at the landfill position positioned by the thin plates 1 having the number of layers corresponding to the landfill height. In the embodiment, the locking projections 2 on the lower surface of the thin plate 1 bite into the subsoil to provide interfacial friction, and even when used on an inclined surface, the thin plate 1 of the locking type liner does not move. The landfill waste is also stably deposited at a predetermined position on the inclined surface of the 45 for landfilling.
【００１０】 実施例に係わる係止型ライナは、圧縮荷重抵抗が高く経時的に安定した埋め立 てができると共に、排水が積層して配設された薄板１間を通って効率的に行われ るので、漏出液の回収システムを容易に組み込むことが可能になる。The locking type liner according to the embodiment has high compressive load resistance and enables stable landfilling with time, and drainage is efficiently performed through the thin plates 1 arranged in layers. Therefore, it becomes possible to easily incorporate a system for collecting leaked liquid.
【００１１】 このように、第１の実施例によると、急斜面においても心土上で薄板１がずれ ることがなく、予め設定した位置に埋め立て用の廃棄物を精度よく位置決めして 、堆積させて埋め立てが可能となり、積層配置される薄板１間で効率的な排水を も行わせることが可能になる。As described above, according to the first embodiment, the thin plate 1 is not displaced on the subsoil even on a steep slope, and the landfill waste is accurately positioned and deposited at a preset position. It becomes possible to reclaim it by landfilling, and efficient drainage can be performed between the laminated thin plates 1.
【００１２】 次に、図４乃至図６を参照して第２の実施例を説明する。ここで、図４は第２ の実施例の構成を示す斜視図、図５は第２の実施例の構成を示す断面図、図６は 第２の実施例の構成を示す底面図である。Next, a second embodiment will be described with reference to FIGS. 4 to 6. 4 is a perspective view showing the configuration of the second embodiment, FIG. 5 is a sectional view showing the configuration of the second embodiment, and FIG. 6 is a bottom view showing the configuration of the second embodiment.
【００１３】 第２の実施例ではこれらの図に示すように、第２の実施例は、厚み２ｍｍで幅 ６．８６ｍの帯状の可撓性、例えば合成樹脂材の薄板１が帯状に形成してあり、 この薄板１の下面には、ピン型の係止突起２が１ｍ２当たり１０００個の割合で 突出形成されている。この第２の実施例に係わる係止型ライナは、第１の実施例 と同様に、５０ｍの長さの帯状に形成されてロールに巻装されている。In the second embodiment, as shown in these figures, in the second embodiment, a strip-shaped flexible member having a thickness of 2 mm and a width of 6.86 m, for example, a thin plate 1 made of a synthetic resin material is formed in a strip-shaped form. The pin-shaped locking projections 2 are formed on the lower surface of the thin plate 1 at a rate of 1000 per 1 m 2 . Like the first embodiment, the locking type liner according to the second embodiment is formed in a strip shape having a length of 50 m and wound around a roll.
【００１４】 この第２の実施例も、すでに説明した第１の実施例と同様に、例えば埋め立て 用の廃棄物を使用して埋め立てを行う場合に使用され、心土に係止突起２を係止 させて埋め立て用の廃棄物内に積層配置され、所定の位置に精度よく安定した埋 め立てを、排水が効率よく行える状態で行うことができる。Like the first embodiment described above, this second embodiment is also used when landfilling is performed using waste for landfill, for example, and the locking projection 2 is attached to the subsoil. It is stopped and stacked in the waste for landfill, and it is possible to perform accurate and stable landfill at a predetermined position with efficient drainage.
【００１５】 次に、図７及び図８を参照して第３の実施例を説明する。ここで、図７は第３ の実施例の構成を示す斜視図、図８は第３の実施例の構成を示す断面図である。Next, a third embodiment will be described with reference to FIGS. 7 and 8. Here, FIG. 7 is a perspective view showing the configuration of the third embodiment, and FIG. 8 is a sectional view showing the configuration of the third embodiment.
【００１６】 第３の実施例では、これらの図に示すように、厚み２ｍｍで幅６．８６ｍの帯 状の合成樹脂材の薄板１が帯状に形成してあり、この薄板１の下面には、スパイ ク型の係止突起２が１ｍ２当たり１５００個の割合で突出形成され、上面にはピ ン型の係止突起２が１ｍ２当たり１０００個の割合で突出形成されている。この 第３の実施例に係わる係止型ライナは、第１の実施例と同様に、５０ｍの長さの 帯状に形成されてロールに巻装されている。In the third embodiment, as shown in these figures, a strip-shaped synthetic resin material thin plate 1 having a thickness of 2 mm and a width of 6.86 m is formed in a strip shape, and the lower surface of the thin plate 1 is The spiking-type locking projections 2 are projected at a rate of 1500 per 1 m 2 , and the pin-type locking projections 2 are projected at a rate of 1000 per 1 m 2 on the upper surface. Like the first embodiment, the locking type liner according to the third embodiment is formed into a strip having a length of 50 m and wound around a roll.
【００１７】 この第３の実施例も、すでに説明した第１の実施例と同様に、例えば埋め立て 用の廃棄物を使用して埋め立てを行う場合に使用され、可撓性の薄板１の上面と 下面に設けてある係止突起２を、心土となる土壌及び埋め立て用の廃棄物に係止 させて積層配置され、所定の位置に精度よく安定した埋め立てを、排水が効率よ く行える状態で行うことができる。Like the first embodiment described above, this third embodiment is also used when landfilling is performed using waste for landfill, for example. The locking projections 2 provided on the bottom surface are locked and stacked on the soil that serves as the subsoil and the waste for landfill, and the landfill can be carried out accurately and stably at a predetermined position for efficient drainage. It can be carried out.
【００１８】 各実施例に係わる係止型ライナのサイズは、実施例に述べたものに限らず、考 案者等は厚みが２．５ｍｍ及び３．０ｍｍのものでも、全く同一の効果が得られ ることを確認している。又、各実施例では、埋め立てに使用される場合を説明し たが、本考案に係わる係止型ライナは、各種の適用が可能であり、排水設備の設 置に適用することができ、又、都市廃棄物、産業廃棄物及び危険廃棄物の閉じ込 め貯蔵処理施設の設置及び石油廃棄物や産業廃棄物の処理用集中池の設置時の仕 切りや位置決めに適用することができ、更に、工場の敷地や鉄道などの積込み場 などで、不安定な地盤上に資材や荷物を安定に積載する場合に利用することがで きる。The size of the locking type liner according to each embodiment is not limited to the size described in the embodiments, and the planners can obtain the same effect even when the thickness is 2.5 mm and 3.0 mm. Have confirmed that it is possible. In addition, in each of the embodiments, the case where it is used for landfill has been described, but the locking type liner according to the present invention can be applied in various ways and can be applied to the installation of drainage facilities. It can also be applied to partition and position of confined storage and treatment facility for municipal waste, industrial waste and hazardous waste and installation of centralized pond for treatment of petroleum waste and industrial waste. It can be used for stable loading of materials and luggage on unstable ground, such as on factory premises or loading points on railways.
【００１９】[0019]
以上に説明したように、本考案によると、帯状の可撓性の薄板が、心土上に配 置位置を仕切って配置されると、薄板の少くとも下面に突出形成している係止突 起が、心土に係合し、薄板は、心土に対して位置をずらすことなく配置されるの で、この薄板上には堆積物が安定に位置決めして載置され、予め設定した位置に 精度よく且つ安定に堆積物を配設することが可能になる。 As described above, according to the present invention, when the strip-shaped flexible thin plate is arranged on the subsoil so as to partition the placement position, the locking projection is formed so as to project on at least the lower surface of the thin plate. Since the origin engages with the subsoil and the thin plate is placed without shifting the position with respect to the subsoil, the sediment is stably positioned and placed on this thin plate, and the preset position is set. Therefore, it becomes possible to dispose the deposit accurately and stably.
【図１】本考案の第１の実施例の構成を示す斜視図であ
る。FIG. 1 is a perspective view showing a configuration of a first embodiment of the present invention.
【図２】本考案の第１の実施例の構成を示す断面図であ
る。FIG. 2 is a sectional view showing a configuration of a first embodiment of the present invention.
【図３】本考案の第１の実施例の構成を示す底面図であ
る。FIG. 3 is a bottom view showing the configuration of the first embodiment of the present invention.
【図４】本考案の第２の実施例の構成を示す斜視図であ
る。FIG. 4 is a perspective view showing a configuration of a second embodiment of the present invention.
【図５】本考案の第２の実施例の構成を示す断面図であ
る。FIG. 5 is a sectional view showing a configuration of a second embodiment of the present invention.
【図６】本考案の第２の実施例を構成を示す底面図であ
る。FIG. 6 is a bottom view showing the configuration of the second embodiment of the present invention.
【図７】本考案の第３の実施例の構成を示す斜視図であ
る。FIG. 7 is a perspective view showing the configuration of a third embodiment of the present invention.
【図８】本考案の第３の実施例の構成を示す断面図であ
る。FIG. 8 is a sectional view showing a configuration of a third embodiment of the present invention.
１ 薄板 ２ 係止突起 1 Thin plate 2 Locking protrusion
Claims (1)
置され、上面に載置された前記堆積物を安定に堆積させ
るライナであり、上面に前記堆積物が載置される帯状の
可撓性の薄板と、この薄板の少くとも下面に突出形成さ
れた係止突起とを有することを特徴とする係止型ライ
ナ。1. A liner which is arranged on the subsoil by partitioning the arrangement position of the deposit and which stably deposits the deposit placed on the upper surface, and has a strip shape on which the deposit is placed. A locking liner having a flexible thin plate and a locking projection formed on at least a lower surface of the thin plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP090265U JPH0657477U (en) | 1992-12-08 | 1992-12-08 | Locking liner |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP090265U JPH0657477U (en) | 1992-12-08 | 1992-12-08 | Locking liner |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0657477U true JPH0657477U (en) | 1994-08-09 |
Family
ID=13993680
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP090265U Pending JPH0657477U (en) | 1992-12-08 | 1992-12-08 | Locking liner |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0657477U (en) |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6475086A (en) * | 1987-09-16 | 1989-03-20 | Hitachi Cable | Water shut-off sheet |
| JP3089727B2 (en) * | 1991-08-14 | 2000-09-18 | ソニー株式会社 | Portable electronic devices |
-
1992
- 1992-12-08 JP JP090265U patent/JPH0657477U/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6475086A (en) * | 1987-09-16 | 1989-03-20 | Hitachi Cable | Water shut-off sheet |
| JP3089727B2 (en) * | 1991-08-14 | 2000-09-18 | ソニー株式会社 | Portable electronic devices |
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