JP2003290732A - Apparatus and method of fixing sheet - Google Patents
Apparatus and method of fixing sheetInfo
- Publication number
- JP2003290732A JP2003290732A JP2002097533A JP2002097533A JP2003290732A JP 2003290732 A JP2003290732 A JP 2003290732A JP 2002097533 A JP2002097533 A JP 2002097533A JP 2002097533 A JP2002097533 A JP 2002097533A JP 2003290732 A JP2003290732 A JP 2003290732A
- Authority
- JP
- Japan
- Prior art keywords
- sheet
- fixing device
- seat
- fixing
- laid
- 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.)
- Granted
Links
Landscapes
- Processing Of Solid Wastes (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、シート固定装置及
びシートの固定方法に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a seat fixing device and a seat fixing method.
【0002】[0002]
【従来の技術及び発明が解決しようとする課題】従来か
ら、廃棄物処分場や貯水池等の掘削凹部の底面(地面)
には遮水性を有する遮水シートを敷設している。この遮
水シートは、廃棄物処分場での地面への水分の浸透を防
止するために使用されるものである。特に廃棄物処分場
において、水に有害な物質が含まれているような場合に
は、この遮水シートは必須となる。2. Description of the Related Art Conventionally, a bottom surface (ground) of an excavation concave portion such as a waste disposal site or a reservoir
A water-impervious sheet with water impermeability is laid in the area. This impermeable sheet is used to prevent water from penetrating into the ground at the waste disposal site. Especially in the case of a waste disposal site, if the water contains harmful substances, this water barrier sheet is essential.
【0003】ところで、この遮水シートを敷設した後
は、廃棄物や水が溜まるまで固定する必要がある。By the way, after the impermeable sheet is laid, it is necessary to fix it until waste and water are collected.
【0004】そこで、従来においては、この固定方法と
して、掘削凹部の周囲に凹部を形成し、この凹部内にま
で遮水シートを延設し、この凹部内に配設された遮水シ
ートの上からコンクリートを打設することで当該遮水シ
ートを固定している。Therefore, conventionally, as this fixing method, a concave portion is formed around the excavation concave portion, a water impervious sheet is extended into the concave portion, and the water impervious sheet disposed in the concave portion is overlaid. The impermeable sheet is fixed by pouring concrete from.
【0005】しかしながら、この従来から行われている
方法では、例えば適正に使用されていない廃棄物処分場
を適正処分場に改修する工事などのように、短期間に仮
設的に遮水シートを固定する場合には、次の問題点があ
る。However, according to this conventional method, the impermeable sheet is temporarily fixed in a short period of time, for example, in a construction for repairing a waste disposal site that is not properly used to a proper disposal site. However, there are the following problems.
【0006】即ち、遮水シートを固定する固定工が移動
することができないのは勿論、固定工の解体は容易では
なく、しかも、この固定工を構成するコンクリートが遮
水シートに付着したり、破損させたりして遮水シートの
転用がきかず、そして更に、固定作業に多くの時間を要
する他、コスト高である。That is, the fixing work for fixing the water impervious sheet cannot move, of course, and the dismantling of the fixing work is not easy. Moreover, the concrete constituting the fixing work adheres to the water impervious sheet, The water-impermeable sheet cannot be diverted due to damage, and moreover, the fixing work requires a lot of time, and the cost is high.
【0007】本出願人は、このシートの固定方法につい
て種々の実験・研究を重ね、従来にない作用効果を発揮
する画期的なシート固定装置及びシート固定方法を発明
した。The present applicant has conducted various experiments and researches on the seat fixing method, and has invented an epoch-making seat fixing device and a seat fixing method exhibiting an effect which has not been obtained in the past.
【0008】[0008]
【課題を解決するための手段】添付図面を参照して本発
明の要旨を説明する。The gist of the present invention will be described with reference to the accompanying drawings.
【0009】廃棄物処理場や貯水池等の掘削凹部1に敷
設するシート2の周縁部を固定するシート固定装置Aで
あって、このシート固定装置Aは、適宜な重り体3であ
り、また、重り体3は移動可能に構成されていることを
特徴とするシート固定装置に係るものである。A seat fixing device A for fixing a peripheral portion of a seat 2 laid in an excavation recess 1 such as a waste disposal site or a reservoir, the seat fixing device A being an appropriate weight body 3, and The weight body 3 is related to a seat fixing device characterized by being configured to be movable.
【0010】また、廃棄物処理場や貯水池等の掘削凹部
1に敷設するシート2の周縁部を固定するシート固定装
置Aであって、このシート固定装置Aは、適宜な重り体
3を複数連結したものであり、また、各重り体3は移動
可能に構成されていることを特徴とするシート固定装置
に係るものである。Further, there is provided a sheet fixing device A for fixing the peripheral portion of the sheet 2 laid in the excavation concave portion 1 such as a waste disposal site or a water reservoir, and the sheet fixing device A connects a plurality of suitable weight bodies 3. In addition, the present invention relates to a seat fixing device characterized in that each weight 3 is configured to be movable.
【0011】また、廃棄物処理場や貯水池等の掘削凹部
1に敷設するシート2の周縁部を固定するシート固定装
置Aであって、このシート固定装置Aは、適宜な中空体
3で構成され、また、中空体3は移動可能に構成されて
いることを特徴とするシート固定装置に係るものであ
る。Further, there is provided a sheet fixing device A for fixing the peripheral portion of the sheet 2 laid in the excavation recess 1 such as a waste treatment plant or a reservoir, and the sheet fixing device A is composed of an appropriate hollow body 3. Further, the hollow body 3 is configured to be movable, and is related to a seat fixing device.
【0012】また、請求項3記載のシート固定装置にお
いて、前記中空体3内に水、空気、泥土モルタル、モル
タル、コンクリート、砂等の流体を充填し得るように構
成したことを特徴とするシート固定装置に係るものであ
る。Further, in the sheet fixing device according to the third aspect of the invention, the hollow body 3 can be filled with a fluid such as water, air, mud mortar, mortar, concrete or sand. It relates to a fixing device.
【0013】また、請求項3,4いずれか1項に記載の
シート固定装置において、前記中空体3を流体の充填量
に応じて大小変形し得るように構成したことを特徴とす
るシート固定装置に係るものである。Further, in the seat fixing device according to any one of claims 3 and 4, the seat fixing device is configured such that the hollow body 3 can be deformed depending on a filling amount of fluid. It is related to.
【0014】また、請求項4,5いずれか1項に記載の
シート固定装置において、複数の中空体3同士を内部の
流体が流通可能状態となるように連結し得るように構成
したことを特徴とするシート固定装置に係るものであ
る。Further, in the seat fixing device according to any one of claims 4 and 5, the plurality of hollow bodies 3 are configured so as to be connectable so that the fluid inside can flow. The present invention relates to a seat fixing device.
【0015】また、廃棄物処理場や貯水池等の掘削凹部
1に敷設するシート2の固定方法であって、前記掘削凹
部1にシート2を敷設し、続いて、該シート2の所定位
置に移動可能な重り体3を配設して当該シート2を固定
することを特徴とするシートの固定方法に係るものであ
る。A method of fixing a sheet 2 to be laid in an excavation recess 1 such as a waste treatment plant or a reservoir, in which the sheet 2 is laid in the excavation recess 1 and subsequently moved to a predetermined position of the sheet 2. The present invention relates to a method for fixing a seat, which comprises arranging a possible weight body 3 and fixing the seat 2.
【0016】また、廃棄物処理場や貯水池等の掘削凹部
1に敷設するシート2の固定方法であって、前記掘削凹
部1にシート2を敷設し、続いて、該シート2の周縁部
に移動可能な重り体3を配設するとともに、掘削凹部1
に投入物8を投入し、所定量の投入物8が掘削凹部1に
投入された後、重り体3を掘削凹部1の上縁位置に移動
させ、続いて、該重り体3を覆うように前記シート2を
掘削凹部1の中心方向に折り返すことを特徴とするシー
トの固定方法に係るものである。A method of fixing a sheet 2 to be laid in the excavation recess 1 such as a waste treatment plant or a reservoir, in which the sheet 2 is laid in the excavation recess 1 and subsequently moved to the peripheral portion of the sheet 2. A possible weight body 3 is provided and the excavation recess 1 is provided.
After charging a predetermined amount of the charging material 8 into the excavation recessed portion 1, the weight 3 is moved to the upper edge position of the excavation recessed portion 1, and then the weight 3 is covered. The present invention relates to a method of fixing a seat, which is characterized in that the seat 2 is folded back toward the center of the excavation recess 1.
【0017】[0017]
【発明の作用及び効果】本発明は、廃棄物処理場や貯水
池等の掘削凹部1に敷設するシート2を固定するに際
し、当該シート2の周縁部をシート固定装置Aを配設し
て固定する。According to the present invention, when the sheet 2 to be laid in the excavation recess 1 such as a waste disposal site or a reservoir is fixed, the peripheral portion of the sheet 2 is fixed by disposing the sheet fixing device A. .
【0018】このシート固定装置Aは、適宜な重り体3
から成り、且つ、この重り体3は移動可能であるから、
シート2の固定作業が簡易且つ迅速に行え、しかも、例
えば廃棄物処理場における掘削凹部1内への投入物を投
入した後などのように、シート2を固定する必要がなく
なった場合や一時的に避けたい場合に移動させることが
でき、また、必要に応じて他の固定箇所への転用が可能
となるなど非常に経済的となる。This sheet fixing device A is provided with an appropriate weight body 3.
And the weight 3 is movable,
The fixing operation of the seat 2 can be performed simply and quickly, and when it is not necessary to fix the seat 2 such as after the input of the input material into the excavation recess 1 in the waste disposal site, It can be moved if you want to avoid it, and can be diverted to other fixed locations as needed, which is very economical.
【0019】[0019]
【発明の実施の態様】図面は本発明の一実施例を図示し
たものであり、以下に説明する。DETAILED DESCRIPTION OF THE INVENTION The drawings illustrate one embodiment of the present invention and are described below.
【0020】符号2はシートとしての遮水シートであ
り、この遮水シート2とは遮水シートに付属する保護マ
ット等のシート類を含むものとする。Reference numeral 2 is a waterproof sheet as a sheet, and the waterproof sheet 2 includes sheets such as a protective mat attached to the waterproof sheet.
【0021】本実施例は、図1に図示したように廃棄物
処理場や貯水池等の掘削凹部1に敷設する遮水シート2
の周縁部2bを固定するシート固定装置Aであって、こ
のシート固定装置Aは、適宜な重り体3を複数連結した
ものであり、また、各重り体3は移動可能に構成されて
いる。尚、本実施例では、掘削凹部1として、底面1a
とこの底面1aの周囲に傾斜状に立ち上がる法面1bと
から成り、特に廃棄物処分場の適正化に適用した例で、
即ち、投入物8としての廃棄物を埋め立てる廃棄物処理
場における掘削凹部1を図示しているが、その他にも例
えば貯水池としての掘削凹部を採用するなどの本実施例
の特性を発揮する構成であれば適宜採用するものであ
る。また、本実施例は、シート固定装置Aを複数の重り
体3を連結して構成しているが、単独でできる規模であ
れば単体の重り体3でシート固定装置Aを構成しても良
い。In this embodiment, as shown in FIG. 1, a water blocking sheet 2 laid in an excavation recess 1 such as a waste treatment plant or a reservoir.
A sheet fixing device A for fixing the peripheral edge portion 2b of the sheet fixing device A. The sheet fixing device A is formed by connecting a plurality of suitable weight bodies 3, and each weight body 3 is movable. In this embodiment, the bottom surface 1a is used as the excavation recess 1.
And an inclined slope 1b rising around the bottom surface 1a in an inclined manner, which is an example applied to the optimization of a waste disposal site,
That is, although the excavation recess 1 in the waste disposal site for filling up the waste as the input 8 is shown, in addition to this, for example, the excavation recess 1 as a reservoir is adopted to exhibit the characteristics of this embodiment. If there is, it will be adopted as appropriate. Further, in the present embodiment, the seat fixing device A is configured by connecting a plurality of weight bodies 3, but the seat fixing device A may be configured by a single weight body 3 as long as the weight is independent. .
【0022】重り体3は、図2に図示したように適度な
可撓性を有する樹脂製の中空体3で構成したものであ
り、この重り体3に係る中空体は、その内部に所定量の
流体を収納し得るように構成されている。尚、本実施例
では重り体3を構成する中空体は移動時等にコンパクト
にすべく可撓性を有する樹脂製としているが、その素材
としては硬質のものでも良く、この場合、角部に丸みを
持たせることで遮水シート2への負荷を低減した方が良
く、また、樹脂として廃プラスチックを用いると環境へ
の負荷が低減できる。The weight body 3 is composed of a resin hollow body 3 having appropriate flexibility as shown in FIG. 2, and the hollow body according to the weight body 3 has a predetermined amount inside thereof. Is configured to be able to store the fluid. In the present embodiment, the hollow body constituting the weight body 3 is made of a flexible resin so as to be compact during movement or the like. However, a hard material may be used, and in this case, the corner portion is It is better to reduce the load on the water-blocking sheet 2 by making it round, and the use of waste plastic as the resin can reduce the load on the environment.
【0023】また、この重り体3に係る中空体は、その
一端部に流体を導入するための管状の流体導入部6が突
設されており、この流体導入部6は他の中空体の他端部
に設けた流体導出部7に連結し得るように構成されてい
る。従って、一の中空体の流体導入部6から導入された
流体は、該中空体内に充填されると共に流体導出部7か
ら導出されて他の中空体の流体導入部6へ流体が導入さ
れることになる。尚、本実施例では流体を充填する効率
化を考慮して中空体3同士を連結しているが、各中空体
3が個別に注入できる構造としても良い。Further, the hollow body of the weight body 3 has a tubular fluid introducing portion 6 for introducing a fluid projecting from one end thereof, and the fluid introducing portion 6 is different from other hollow bodies. It is configured so that it can be connected to the fluid lead-out portion 7 provided at the end portion. Therefore, the fluid introduced from the fluid introducing portion 6 of one hollow body is filled in the hollow body and is led out from the fluid outlet portion 7 so that the fluid is introduced to the fluid introducing portion 6 of the other hollow body. become. Although the hollow bodies 3 are connected to each other in consideration of the efficiency of filling the fluid in the present embodiment, the hollow bodies 3 may be individually injected.
【0024】また、この重り体3に係る中空体の下部は
側断面視V字状に形成されている。The lower portion of the hollow body of the weight body 3 is formed in a V-shape when viewed from the side.
【0025】これは、重り体3の重量を効率良く遮水シ
ート2に伝達させて良好な固定状態を得るための構成で
ある。尚、この重り体3に係る中空体の形状としては、
この他にも例えば四角柱形状、三角柱形状、円柱形状
等、溝の形状などの条件に合わせて適宜設計変更し得る
ものである。This is a structure for efficiently transmitting the weight of the weight body 3 to the water shield sheet 2 to obtain a good fixed state. The shape of the hollow body related to the weight body 3 is as follows.
In addition to this, the design can be appropriately changed according to the conditions such as the shape of a quadratic prism, the shape of a triangular prism, the shape of a cylinder, and the shape of a groove.
【0026】流体は、水、空気、砂、泥土モルタル、モ
ルタル、コンクリート等が考えられ、遮水シート2の仮
押さえの際には移動を考慮して重り体3に係る中空体内
への導出入が行い易い例えば水、空気等が使用され、永
久構造物としてシート2の本押さえの際には砂、泥土モ
ルタル、モルタル、コンクリート等が使用される。The fluid may be water, air, sand, mud mortar, mortar, concrete or the like, and when the impermeable sheet 2 is temporarily pressed, the fluid is guided into and out of the hollow body related to the weight body 3. For example, water, air or the like is used, and sand, mud mortar, mortar, concrete or the like is used when the sheet 2 is permanently pressed as a permanent structure.
【0027】以上の構成からなるシート固定装置Aを使
用した遮水シート2の固定方法について説明する。A method of fixing the water-blocking sheet 2 using the sheet fixing device A having the above structure will be described.
【0028】具体的には、本出願人は、この遮水シート
2の固定方法として、図3〜8に図示した第一固定方法
と、図11〜16に図示した第二固定方法とを提案す
る。Specifically, the present applicant proposes the first fixing method shown in FIGS. 3 to 8 and the second fixing method shown in FIGS. 11 to 16 as the method of fixing the water-blocking sheet 2. To do.
【0029】まず、第一固定方法について説明する。First, the first fixing method will be described.
【0030】第一固定方法は、掘削凹部1の周縁部にし
て法面1bの上縁の近接位置に断面V字状の凹溝5を形
成しており、掘削凹部1の法面1b及び凹溝5に遮水シ
ート2を敷設し、凹溝5内の遮水シート2の上面に重り
体3を載置して仮押さえとして水等を充填した状態で固
定する(図1,3参照※尚、図1は図3の斜視図であ
る。)。尚、重り体3が移動しないだけの重量が確保で
きる場合は、凹溝5は特に必要なく、平らな部分に重り
体3を配設して遮水シート2を固定するようにしても良
く、また、凹溝5は掘削凹部1の最上段周縁部のみに使
用するばかりでなく法面1bの途中部に設けても良い。In the first fixing method, a groove 5 having a V-shaped cross section is formed at the peripheral edge of the excavation recess 1 at a position close to the upper edge of the slope 1b. The water-blocking sheet 2 is laid in the groove 5, and the weight 3 is placed on the upper surface of the water-blocking sheet 2 in the concave groove 5 and fixed in a state of being filled with water or the like as a temporary pressing (see FIGS. 1 and 3 * 1 is a perspective view of FIG. 3.) In addition, when the weight enough to prevent the weight body 3 from moving can be secured, the concave groove 5 is not particularly necessary, and the weight body 3 may be disposed on a flat portion to fix the water-impervious sheet 2, The recessed groove 5 may be provided not only on the uppermost peripheral edge portion of the excavated recessed portion 1 but also in the middle of the slope 1b.
【0031】続いて、掘削凹部1内に廃棄物8を投入
し、この廃棄物8と法面1bとの間に断面V字状の凹溝
4を形成する(図4参照)。Then, the waste material 8 is put into the excavation concave portion 1 to form a concave groove 4 having a V-shaped cross section between the waste material 8 and the slope 1b (see FIG. 4).
【0032】続いて、重り体3を凹溝4に移動する(図
5参照)。この際、重り体3内に充填された流体を排出
させて重量を軽くしてから移動しており、移動後は後述
する遮水シート2の折り返し作業に備え本押さえとして
の砂、泥土モルタル、モルタル、コンクリートなどの流
体を充填して必要重量を確保している。Then, the weight 3 is moved to the groove 4 (see FIG. 5). At this time, the fluid filled in the weight body 3 is discharged to reduce the weight and then moved, and after the movement, sand, mud mortar, and The necessary weight is secured by filling fluid such as mortar and concrete.
【0033】続いて、凹溝5内に敷設された遮水シート
2の周縁部2bを、重り体3で固定しながら折り返す
(図6参照)。この際、重り体3と廃棄物8とに隙間等
があれば良質土によって整地する。Subsequently, the peripheral edge portion 2b of the waterproof sheet 2 laid in the groove 5 is folded back while being fixed by the weight body 3 (see FIG. 6). At this time, if there is a gap or the like between the weight 3 and the waste 8, the soil is leveled with good quality soil.
【0034】続いて、廃棄物8の上面にカバーシート9
を敷設し、該カバーシート9の端部と遮水シート2の端
部同志を重合状態で接合するとともに、重り体3を取り
除いたあとの凹溝5を良質土によって埋め戻す(図7参
照)。Subsequently, a cover sheet 9 is provided on the upper surface of the waste material 8.
Is laid, the ends of the cover sheet 9 and the ends of the water-blocking sheet 2 are joined together in a superposed state, and the groove 5 after the weight 3 is removed is backfilled with good quality soil (see FIG. 7). .
【0035】続いて、カバーシート9の上部に最終覆土
10を施して完了する(図8参照)。Then, a final soil cover is applied to the upper part of the cover sheet 9.
Complete with 10 (see Figure 8).
【0036】尚、図9及び図10は、掘削凹部1が満た
されないまま廃棄物8の投入作業が終了した場合であ
り、掘削凹部1の周辺部(堰堤)は廃棄物8の投入度合
いに合わせて掘削作業が行われる。9 and 10 show the case where the operation of throwing in the waste 8 is completed while the excavation recess 1 is not filled, and the peripheral portion (dam) of the excavation recess 1 is adjusted to the degree of throwing of the waste 8. Excavation work is performed.
【0037】以上のような第一固定方法によれば、遮水
シート2の固定作業が重機械なしに狭い造成エリアで簡
易且つ迅速に行え、しかも、非常に経済的となる。According to the first fixing method as described above, the work of fixing the water-blocking sheet 2 can be carried out easily and quickly in a narrow construction area without heavy machinery, and is very economical.
【0038】また、従来から行われている方法と異な
り、コンクリートの撤去に伴う遮水シート2の破損等が
なく使用でき、また、遮水シート2を折り返してカバー
シート9と接合する構成の為、この遮水シート2、カバ
ーシート9の面積が少なくて済み、飛躍的に工費が削減
できる。Further, unlike the conventional method, it can be used without damaging the water-impervious sheet 2 due to the removal of concrete, and because the water-impervious sheet 2 is folded back and joined to the cover sheet 9. The area of the water-impervious sheet 2 and the cover sheet 9 is small, and the construction cost can be dramatically reduced.
【0039】また、遮水シート2の折り返し部2aに重
り体3を配設することで、遮水シート2の折り返しが簡
易且つ迅速に行えることになる。Further, by disposing the weight 3 on the folded-back portion 2a of the waterproof sheet 2, the waterproof sheet 2 can be folded back easily and quickly.
【0040】また、遮水シート2に引っ張りや緩みが発
生した場合は流体の充填量を加減することで修正作業に
対応することが出来る。Further, when the water-impervious sheet 2 is pulled or loosened, it is possible to cope with the correction work by adjusting the filling amount of the fluid.
【0041】次に、第二固定方法について説明する。Next, the second fixing method will be described.
【0042】第二固定方法は、掘削凹部1の外周縁部に
して法面1bの上縁から所定距離を介した位置に断面V
字状の凹溝5を形成しており、掘削凹部1の法面1b及
び凹溝5に遮水シート2を敷設し、凹溝5内の遮水シー
ト2の上面に重り体3を載置して固定する(図11参
照)。The second fixing method is to use the outer peripheral edge of the excavation recess 1 as a cross section V at a position a predetermined distance from the upper edge of the slope 1b.
A groove 5 having a V-shape is formed, a water blocking sheet 2 is laid on the slope 1b of the excavation recess 1 and the groove 5, and the weight 3 is placed on the upper surface of the water blocking sheet 2 in the groove 5. And fix it (see FIG. 11).
【0043】続いて、掘削凹部1内に廃棄物8を投入
し、この廃棄物8と法面1bとの間に断面V字状の凹溝
4を形成する(図12参照)。Subsequently, the waste material 8 is put into the excavation concave portion 1 to form the concave groove 4 having a V-shaped cross section between the waste material 8 and the slope 1b (see FIG. 12).
【0044】続いて、重り体3を凹溝4に移動する(図
13参照)。この際、重り体3内に充填された流体を排
出させて重量を軽くしてから移動しており、移動後は後
述するシート2の折り返し作業に備え本押さえとして
砂、泥土モルタル、モルタル、コンクリートなどの流体
を充填して必要重量を確保している。Then, the weight 3 is moved to the groove 4 (see FIG. 13). At this time, the fluid filled in the weight body 3 is discharged to reduce the weight, and then the weight body 3 is moved. After the movement, sand, mud mortar, mortar, concrete is used as a final press in preparation for the folding operation of the sheet 2 described later. It is filled with fluid such as to secure the necessary weight.
【0045】続いて、凹溝5内に敷設された遮水シート
2の周縁部2bを、重り体3で固定しながら折り返す
(図14参照)。この際、重り体3と廃棄物8とに隙間
等があれば良質土によって整地する。Subsequently, the peripheral edge portion 2b of the waterproof sheet 2 laid in the groove 5 is folded back while being fixed by the weight body 3 (see FIG. 14). At this time, if there is a gap or the like between the weight 3 and the waste 8, the soil is leveled with good quality soil.
【0046】続いて、廃棄物8の上面にカバーシート9
を敷設し、該カバーシート9の端部と遮水シート2の端
部同志を重合状態で接合する(図15参照)。Then, the cover sheet 9 is provided on the upper surface of the waste 8.
Is laid, and the end portions of the cover sheet 9 and the end portions of the water-blocking sheet 2 are joined together in a superposed state (see FIG. 15).
【0047】続いて、カバーシート9の上部に最終覆土
10を施すとともに、重り体3を移動した後の凹溝5は雨
水排水溝として構成する(図16参照)。Then, a final soil covering is applied to the upper part of the cover sheet 9.
The recessed groove 5 after the weight 10 is moved and the weight 3 is moved is configured as a rainwater drainage groove (see FIG. 16).
【0048】以上のような第二固定方法によれば、前述
した第一固定方法による作用効果に加え、シート2を固
定する際に重り体3を配設していた凹溝5を有効利用す
ることが出来ることになる。According to the second fixing method as described above, in addition to the function and effect of the first fixing method described above, the concave groove 5 in which the weight body 3 is disposed when the sheet 2 is fixed is effectively used. You will be able to.
【0049】以上の実施例は、重り体3として中空体に
流体を充填し、その重量により押さえる方法であるが、
例えば図17に図示したように突っ張ることにより遮水
シート2を押さえる方法もある。この場合、中空体とし
ては適度な可撓性を有する樹脂製部材を用いると良い。
中空体内に流体を充填し、圧力流体とすることで、例え
ばU字溝等の溝の両側面に突っ張ることで遮水シート2
を押さえる。この結果、重量による押さえの他に突っ張
りによる押さえが加わり、効果的に遮水シート2を押さ
えることができる。また、U字溝は重り体3の移動後に
雨水排水溝として使用できる。尚、遮水シート2の端部
を支障のないようにロール状に巻いて養生すると良い。
これによりカバーシート9として用いる時に継目の無い
丈夫なカバーシート9として用いることができ、そして
更に、カバーシート9の継目を応力集中が大きいシート
折り返し付近より外すことができる。The above embodiment is a method of filling the hollow body with the fluid as the weight body 3 and pressing it by the weight thereof.
For example, as shown in FIG. 17, there is also a method of pressing the water blocking sheet 2 by stretching it. In this case, a resin member having appropriate flexibility may be used as the hollow body.
By filling a hollow body with a fluid and using it as a pressure fluid, for example, it is stretched on both side surfaces of a groove such as a U-shaped groove, and thus the water-blocking sheet 2
Hold down. As a result, in addition to the pressing by the weight, the pressing by the struts is added, and the impermeable sheet 2 can be effectively pressed. Further, the U-shaped groove can be used as a rainwater drainage groove after the weight body 3 is moved. It should be noted that the edge of the water-blocking sheet 2 may be wound in a roll shape so as not to hinder the curing.
As a result, when used as the cover sheet 9, the cover sheet 9 can be used as a durable and seamless cover sheet 9, and further, the seam of the cover sheet 9 can be removed from the vicinity of the sheet fold where stress concentration is large.
【0050】尚、本発明は、本実施例に限られるもので
はなく、各構成要件の具体的構成は適宜設計し得るもの
である。The present invention is not limited to this embodiment, and the specific constitution of each constituent element can be appropriately designed.
【図面の簡単な説明】[Brief description of drawings]
【図1】本実施例を示す斜視図である。FIG. 1 is a perspective view showing the present embodiment.
【図2】本実施例に係るシート固定装置Aを説明する斜
視図である。FIG. 2 is a perspective view illustrating a seat fixing device A according to this embodiment.
【図3】本実施例に係るシートの固定方法の説明図であ
る。FIG. 3 is an explanatory diagram of a seat fixing method according to the present embodiment.
【図4】本実施例に係るシートの固定方法の説明図であ
る。FIG. 4 is an explanatory diagram of a seat fixing method according to the present embodiment.
【図5】本実施例に係るシートの固定方法の説明図であ
る。FIG. 5 is an explanatory diagram of a seat fixing method according to the present embodiment.
【図6】本実施例に係るシートの固定方法の説明図であ
る。FIG. 6 is an explanatory diagram of a seat fixing method according to the present embodiment.
【図7】本実施例に係るシートの固定方法の説明図であ
る。FIG. 7 is an explanatory diagram of a seat fixing method according to the present embodiment.
【図8】本実施例に係るシートの固定方法の説明図であ
る。FIG. 8 is an explanatory diagram of a seat fixing method according to the present embodiment.
【図9】本実施例に係るシートの固定方法の説明図であ
る。FIG. 9 is an explanatory diagram of a seat fixing method according to the present embodiment.
【図10】本実施例に係るシートの固定方法の説明図で
ある。FIG. 10 is an explanatory diagram of a seat fixing method according to the present embodiment.
【図11】本実施例に係るシートの固定方法の説明図で
ある。FIG. 11 is an explanatory diagram of a seat fixing method according to the present embodiment.
【図12】本実施例に係るシートの固定方法の説明図で
ある。FIG. 12 is an explanatory diagram of a seat fixing method according to the present embodiment.
【図13】本実施例に係るシートの固定方法の説明図で
ある。FIG. 13 is an explanatory diagram of a seat fixing method according to the present embodiment.
【図14】本実施例に係るシートの固定方法の説明図で
ある。FIG. 14 is an explanatory diagram of a seat fixing method according to the present embodiment.
【図15】本実施例に係るシートの固定方法の説明図で
ある。FIG. 15 is an explanatory diagram of a seat fixing method according to the present embodiment.
【図16】本実施例に係るシートの固定方法の説明図で
ある。FIG. 16 is an explanatory diagram of a seat fixing method according to the present embodiment.
【図17】本実施例に係るシートの固定方法の説明図で
ある。FIG. 17 is an explanatory diagram of a seat fixing method according to the present embodiment.
A シート固定装置 1 掘削凹部 2 シート 3 重り体・中空体 8 投入物 A seat fixing device 1 excavation recess 2 sheets 3 Weights / hollow bodies 8 inputs
Claims (8)
設するシートの周縁部を固定するシート固定装置であっ
て、このシート固定装置は、適宜な重り体であり、ま
た、重り体は移動可能に構成されていることを特徴とす
るシート固定装置。1. A seat fixing device for fixing a peripheral portion of a sheet laid in an excavation recess such as a waste disposal site or a reservoir, wherein the seat fixing device is an appropriate weight body, and the weight body is A seat fixing device, which is configured to be movable.
設するシートの周縁部を固定するシート固定装置であっ
て、このシート固定装置は、適宜な重り体を複数連結し
たものであり、また、各重り体は移動可能に構成されて
いることを特徴とするシート固定装置。2. A sheet fixing device for fixing a peripheral portion of a sheet laid in an excavation recess such as a waste disposal site or a reservoir, wherein the sheet fixing device is formed by connecting a plurality of suitable weight bodies, In addition, the seat fixing device is characterized in that each weight body is configured to be movable.
設するシートの周縁部を固定するシート固定装置であっ
て、このシート固定装置は、適宜な中空体で構成され、
また、中空体は移動可能に構成されていることを特徴と
するシート固定装置。3. A sheet fixing device for fixing a peripheral portion of a sheet laid in an excavation recess such as a waste treatment plant or a reservoir, wherein the sheet fixing device is composed of an appropriate hollow body,
The seat fixing device is characterized in that the hollow body is configured to be movable.
て、前記中空体内に水、空気、泥土モルタル、モルタ
ル、コンクリート、砂等の流体を充填し得るように構成
したことを特徴とするシート固定装置。4. The seat fixing device according to claim 3, wherein the hollow body is configured to be capable of being filled with a fluid such as water, air, mud mortar, mortar, concrete, sand or the like. .
ト固定装置において、前記中空体を流体の充填量に応じ
て大小変形し得るように構成したことを特徴とするシー
ト固定装置。5. The seat fixing device according to claim 3, wherein the hollow body is configured to be capable of being deformed depending on a filling amount of a fluid.
ト固定装置において、複数の中空体同士を内部の流体が
流通可能状態となるように連結し得るように構成したこ
とを特徴とするシート固定装置。6. The seat fixing device according to claim 4, wherein the plurality of hollow bodies are configured so that the hollow bodies can be connected to each other so that an internal fluid can flow therethrough. Seat fixing device.
設するシートの固定方法であって、前記掘削凹部にシー
トを敷設し、続いて、該シートの所定位置に移動可能な
重り体を配設して当該シートを固定することを特徴とす
るシートの固定方法。7. A method of fixing a sheet to be laid in an excavation recess such as a waste treatment plant or a reservoir, wherein a sheet is laid in the excavation recess, and subsequently a weight body movable to a predetermined position of the sheet is provided. A method of fixing a sheet, comprising disposing and fixing the sheet.
設するシートの固定方法であって、前記掘削凹部にシー
トを敷設し、続いて、該シートの周縁部に移動可能な重
り体を配設するとともに、掘削凹部に投入物を投入し、
所定量の投入物が掘削凹部に投入された後、重り体を掘
削凹部の上縁位置に移動させ、続いて、該重り体を覆う
ように前記シートを掘削凹部の中心方向に折り返すこと
を特徴とするシートの固定方法。8. A method of fixing a sheet laid in an excavation recess such as a waste treatment plant or a reservoir, wherein a sheet is laid in the excavation recess, and then a movable weight body is attached to a peripheral portion of the sheet. While arranging, throw the input material into the excavation recess,
After a predetermined amount of the input material is put into the excavation recess, the weight body is moved to the upper edge position of the excavation recess, and then the sheet is folded back toward the center of the excavation recess so as to cover the weight body. How to fix the seat.
Priority Applications (1)
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JP2002097533A JP3916989B2 (en) | 2002-03-29 | 2002-03-29 | Sheet fixing device and sheet fixing method |
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JP2002097533A JP3916989B2 (en) | 2002-03-29 | 2002-03-29 | Sheet fixing device and sheet fixing method |
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JP3916989B2 JP3916989B2 (en) | 2007-05-23 |
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Cited By (1)
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---|---|---|---|---|
JP2019107603A (en) * | 2017-12-18 | 2019-07-04 | 東洋建設株式会社 | Construction method of water shield sheet and water shield liner |
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2002
- 2002-03-29 JP JP2002097533A patent/JP3916989B2/en not_active Expired - Fee Related
Cited By (1)
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JP2019107603A (en) * | 2017-12-18 | 2019-07-04 | 東洋建設株式会社 | Construction method of water shield sheet and water shield liner |
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