JPH0667535U - Slope protection structure for retaining wall - Google Patents

Slope protection structure for retaining wall

Info

Publication number
JPH0667535U
JPH0667535U JP007897U JP789793U JPH0667535U JP H0667535 U JPH0667535 U JP H0667535U JP 007897 U JP007897 U JP 007897U JP 789793 U JP789793 U JP 789793U JP H0667535 U JPH0667535 U JP H0667535U
Authority
JP
Japan
Prior art keywords
retaining wall
retaining
geocell
protection structure
exposed
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
Application number
JP007897U
Other languages
Japanese (ja)
Other versions
JP2582267Y2 (en
Inventor
恵一 長谷川
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.)
Yokohama Rubber Co Ltd
Original Assignee
Yokohama Rubber Co 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 Yokohama Rubber Co Ltd filed Critical Yokohama Rubber Co Ltd
Priority to JP1993007897U priority Critical patent/JP2582267Y2/en
Publication of JPH0667535U publication Critical patent/JPH0667535U/en
Application granted granted Critical
Publication of JP2582267Y2 publication Critical patent/JP2582267Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

(57)【要約】 【目的】 擁壁のり面部分の耐久性を向上させると共
に、景観を良好にし、更に施工性,経済性を良好にした
擁壁ののり面保護構造を提供することを目的とするもの
である。 【構成】 ジオセル1は、複数枚の高密度ポリエチレン
のストリップ材2を所定の間隔で高周波溶着して展張時
にハニカム状のセル3を構成するもので、セル3内に土
砂Wを充填・締固めを行うことにより、剛性のある複合
版を構成するものである。図2はジオセル1を使用した
擁壁4の断面図を示し、複数層のジオセル1のセル3の
内部に土砂Wを充填してのり面5を一定の勾配で積層さ
せてある。6は擁壁4の背部側に埋設する土砂等の裏込
め材、7は排水暗渠を示している。この実施例では、擁
壁4ののり面部に露出するジオセル1の表面1aを保護
する保護部材8を設けたものである。
(57) [Abstract] [Purpose] The purpose is to improve the durability of the retaining surface of the retaining wall, to improve the scenery, and to provide a retaining surface protection structure for the retaining wall that has good workability and economy. It is what [Construction] The geocell 1 comprises a plurality of strips 2 of high-density polyethylene that are welded at a predetermined interval by high frequency to form a honeycomb-shaped cell 3 during expansion. The cell 3 is filled with sand W and compacted. By doing the above, a rigid composite plate is constructed. FIG. 2 shows a cross-sectional view of the retaining wall 4 using the geocell 1, in which the sand W is filled inside the cells 3 of the plurality of layers of the geocell 1 and the slopes 5 are laminated at a constant gradient. Reference numeral 6 denotes a backfill material such as earth and sand buried on the back side of the retaining wall 4, and 7 denotes a drainage culvert. In this embodiment, a protective member 8 for protecting the surface 1a of the geocell 1 exposed on the sloped surface of the retaining wall 4 is provided.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

この考案は、ジオテキスタイルの一種であるハニカム状のセルを有するジオセ ルを使用した擁壁ののり面保護構造に係わり、更に詳しくは擁壁のり面部の耐久 性を向上させると共に、景観を良好にした擁壁ののり面保護構造に関するもので ある。 The present invention relates to a retaining surface protection structure for a retaining wall that uses geocell having honeycomb cells, which is a type of geotextile. More specifically, the durability of the retaining surface of the retaining wall is improved and the landscape is improved. This relates to the slope protection structure for retaining walls.

【0002】[0002]

【従来の技術】[Prior art]

従来、高密度ポリエチレンのストリップ材を高周波溶着して、展張時にハニカ ム状のセルを構成するジオテキスタイルの一種であるジオセルが知られており、 このジオセルのセル内に、土砂等を充填して地盤の補強材,道路の路盤材,歩道 の基礎材,架設道路,擁壁等の土木関係の基礎部材として使用されている。 Hitherto, Geocell, which is a kind of geotextile that forms a honeycomb-shaped cell when spread by high-frequency welding a strip of high-density polyethylene, has been known, and the ground of this geocell is filled with earth and sand. It is used as a reinforcement material, roadbed material, sidewalk foundation material, construction road, retaining wall, and other civil engineering-related foundation members.

【0003】 ところで、ジオセルを重力式、もたれ式の擁壁として使用したものでは、セル の内部に土砂を充填したジオセルを、所定の高さまで土砂を充填して複数層積層 した構造である。By the way, in the case where the geocell is used as a gravity type or a leaning type retaining wall, the geocell having the inside of the cell filled with earth and sand is filled with earth and sand to a predetermined height and laminated in a plurality of layers.

【0004】[0004]

【考案が解決しようとする問題点】[Problems to be solved by the device]

然しながら、ジオセルを擁壁として使用したものは、プラスチック材料から成 るジオセルが紫外線による劣化等で破損した場合には、充填土砂が流出してのり 面部分が崩壊して極めて危険であり、また充填土砂が流出して所定の断面を確保 出来なくなると言う問題があり、またジオセルの側面が擁壁ののり面部に露出し ているので、景観が悪いと言う問題があった。 However, when the Geocell is used as a retaining wall, if the Geocell made of plastic material is damaged due to deterioration due to ultraviolet rays, etc., the filling soil will flow out and the slope will collapse, which is extremely dangerous. There was a problem that the soil could not flow out to secure the specified cross section, and the side of the Geocell was exposed on the slope of the retaining wall, so there was a problem that the landscape was poor.

【0005】 この考案は、かかる従来の課題に着目して案出されたもので、擁壁のり面部分 の耐久性を向上させると共に、景観を良好にし、更に施工性,経済性を良好にし た擁壁ののり面保護構造を提供することを目的とするものである。The present invention was devised by focusing on such conventional problems, and improved the durability of the retaining surface of the retaining wall, improved the scenery, and improved the workability and economy. It is intended to provide a slope protection structure for a retaining wall.

【0006】[0006]

【課題を解決するための手段】[Means for Solving the Problems]

この考案は上記目的を達成するため、擁壁のり面部に露出するジオセルの表面 を保護する保護部材を設けたことを要旨とするものである。 前記保護部材としては、擁壁のり面部の露出した各層のセル内に、ジオセルの 表面を覆う植生や、擁壁のり面部に露出するジオセルの表面に塗料による塗装を 行うことや、更に擁壁のり面部に露出するジオセルの表面にモルタル吹き付けを 行うこと等である。 In order to achieve the above-mentioned object, the gist of the present invention is to provide a protective member for protecting the surface of the geocell exposed at the retaining surface of the retaining wall. As the protective member, vegetation covering the surface of the geocell in the cells of each exposed layer of the retaining wall, coating with a paint on the surface of the geocell exposed on the retaining surface of the retaining wall, and further coating of the retaining wall For example, spraying mortar on the surface of the geocell exposed on the surface.

【0007】[0007]

【考案の作用】[Function of the device]

この考案は上記のように構成され、擁壁のり面部に露出するジオセルの表面を 保護する保護部材を設けることで、擁壁のり面部分の耐久性を向上させると共に 、景観を良好にし、更に施工性,経済性を良好にすることが出来るものである。 This invention is configured as described above, and by providing a protective member that protects the surface of the geocell exposed on the retaining surface of the retaining wall, the durability of the retaining surface of the retaining wall is improved, the landscape is improved, and the construction is further improved. It is possible to improve the efficiency and economy.

【0008】[0008]

【考案の実施例】[Example of device]

以下、添付図面に基づき、この考案の実施例を説明する。 図1は、この考案の擁壁に使用するジオセル1の斜視図を示し、このジオセル 1は、複数枚の高密度ポリエチレンのストリップ材2を所定の間隔で高周波溶着 して展張時にハニカム状のセル3を構成するもので、セル3内に土砂Wを充填・ 締固めを行うことにより、剛性のある複合版を構成するものである。 An embodiment of the present invention will be described below with reference to the accompanying drawings. FIG. 1 is a perspective view of a geocell 1 used for a retaining wall of the present invention. The geocell 1 is a honeycomb-shaped cell when expanded by high-frequency welding a plurality of high-density polyethylene strip materials 2 at a predetermined interval. 3 is constructed, and by filling and compacting the soil W in the cell 3, a rigid composite plate is constructed.

【0009】 図2はジオセル1を使用した擁壁4の断面図を示し、複数層のジオセル1のセ ル3の内部に土砂Wを充填してのり面5を一定の勾配で積層させてある。6は擁 壁4の背部側に埋設する土砂等の裏込め材、7は排水暗渠を示している。 この実施例では、擁壁4ののり面部に露出するジオセル1の表面1aを保護す る保護部材8を設けたものである。FIG. 2 shows a cross-sectional view of the retaining wall 4 using the geocell 1, in which the cell 3 of the geocell 1 having a plurality of layers is filled with earth and sand W and the paste surface 5 is laminated at a constant gradient. . Reference numeral 6 indicates a backfill material such as earth and sand buried in the back side of the retaining wall 4, and reference numeral 7 indicates a drainage culvert. In this embodiment, a protective member 8 for protecting the surface 1a of the geocell 1 exposed on the sloped surface of the retaining wall 4 is provided.

【0010】 即ち、保護部材8の実施例としては、擁壁のり面部の露出した各層のセル1内 に、ジオセル1の表面1aを覆う植生9を設けること、また擁壁のり面部に露出 するジオセル1の表面1aに塗料10を塗布すること、更に擁壁のり面部に露出 するジオセル1の表面1aに図示しないモルタル吹き付けを行うこと等が考えら れ、保護部材8としては、特に限定されるものではなく、これらを併用すること も可能である。That is, as an example of the protective member 8, the vegetation 9 covering the surface 1a of the geocell 1 is provided in the cell 1 of each layer where the retaining surface of the retaining wall is exposed, and the geocell exposed to the retaining surface of the retaining wall is provided. It is conceivable that the paint 10 is applied to the surface 1a of No. 1 and that the surface 1a of the geocell 1 exposed on the retaining surface of the retaining wall is sprayed with mortar (not shown). Instead, they can be used together.

【0011】 なお、保護部材8としての植生9は、蔦や草花、低木等の高さのある植物が適 切であり、特に植生9の場合には、ジオセル1のセル3内に充填する土砂Wを利 用でき、しかも根が補強部材として機能するので、擁壁のり面部分の耐久性を向 上させることが出来、また施工性,経済性を良好なものとなる。 また、保護部材8として、植生9の他、塗料やモルタルを用いてジオセル1の 表面1aを被覆する場合には、景観も良好なものとなる。The vegetation 9 as the protective member 8 is preferably a plant having a height such as a vine, a flower or a shrub, and particularly in the case of the vegetation 9, the earth and sand filled in the cell 3 of the geocell 1 is suitable. Since W can be used and the root functions as a reinforcing member, the durability of the retaining surface of the retaining wall can be improved, and the workability and economy are improved. Moreover, when the surface 1a of the geocell 1 is covered with vegetation 9 as well as paint or mortar as the protective member 8, the scenery is also good.

【0012】[0012]

【考案の効果】[Effect of device]

この考案は、上記のように擁壁のり面部に露出するジオセルの表面を保護する 保護部材を設けたので、擁壁のり面部分の耐久性を向上させることが出来ると共 に、景観を良好にし、更に施工性,経済性を良好にすることが出来る効果がある 。 In this invention, since the protective member for protecting the surface of the geocell exposed on the retaining wall of the retaining wall is provided as described above, the durability of the retaining surface of the retaining wall can be improved and the scenery can be improved. It also has the effect of improving workability and economic efficiency.

【図面の簡単な説明】[Brief description of drawings]

【図1】この考案の擁壁に使用するジオセルの斜視図で
ある。
FIG. 1 is a perspective view of a geocell used in the retaining wall of the present invention.

【図2】ジオセルを使用した擁壁の断面図である。FIG. 2 is a sectional view of a retaining wall using a geocell.

【符号の説明】[Explanation of symbols]

1 ジオセル 1a ジオセル
の表面 3 セル 4 擁壁 5 のり面 6 裏込め材 7 排水暗渠 8 保護部材 9 植生 W 土砂
1 Geocell 1a Geocell surface 3 Cell 4 Retaining wall 5 Glue surface 6 Backfilling material 7 Drainage culvert 8 Protective material 9 Vegetation W Sediment

Claims (4)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 ハニカム状のセル内に土砂を充填したジ
オセルを複数層積層して構築する擁壁ののり面保護構造
において、擁壁のり面部に露出するジオセルの表面を保
護する保護部材を設けたことを特徴とする擁壁ののり面
保護構造。
1. In a retaining surface protection structure for a retaining wall constructed by laminating a plurality of layers of geocells filled with earth and sand in a honeycomb-shaped cell, a protective member for protecting the surface of the geocell exposed at the retaining surface of the retaining wall is provided. A retaining surface protection structure for retaining walls.
【請求項2】 前記保護部材として、擁壁のり面部の露
出した各層のセル内に、ジオセルの表面を覆う植生を行
う請求項1に記載の擁壁ののり面保護構造。
2. The retaining surface protection structure for a retaining wall according to claim 1, wherein, as the protective member, vegetation covering the surface of the geocell is performed in the cells of each layer where the retaining surface of the retaining wall is exposed.
【請求項3】 前記保護部材として、擁壁のり面部に露
出するジオセルの表面に塗装を行う請求項1に記載の擁
壁ののり面保護構造。
3. The retaining surface protection structure for a retaining wall according to claim 1, wherein the surface of the geocell exposed on the retaining surface of the retaining wall is coated as the protective member.
【請求項4】 前記保護部材として、擁壁のり面部に露
出するジオセルの表面にモルタル吹き付けを行う請求項
1に記載の擁壁ののり面保護構造。
4. The retaining surface protection structure for a retaining wall according to claim 1, wherein as the protection member, mortar is sprayed on the surface of the geocell exposed at the retaining surface of the retaining wall.
JP1993007897U 1993-03-01 1993-03-01 Slope protection structure for retaining wall Expired - Lifetime JP2582267Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1993007897U JP2582267Y2 (en) 1993-03-01 1993-03-01 Slope protection structure for retaining wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1993007897U JP2582267Y2 (en) 1993-03-01 1993-03-01 Slope protection structure for retaining wall

Publications (2)

Publication Number Publication Date
JPH0667535U true JPH0667535U (en) 1994-09-22
JP2582267Y2 JP2582267Y2 (en) 1998-09-30

Family

ID=18528194

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1993007897U Expired - Lifetime JP2582267Y2 (en) 1993-03-01 1993-03-01 Slope protection structure for retaining wall

Country Status (1)

Country Link
JP (1) JP2582267Y2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012167508A (en) * 2011-02-16 2012-09-06 Geovector Co Ltd Reinforced soil wall construction method and wall surface material
JP2020525693A (en) * 2017-06-27 2020-08-27 マン ジャン Geocell and manufacturing method thereof

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4847265B2 (en) * 2006-09-28 2011-12-28 東京インキ株式会社 Retaining wall

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012167508A (en) * 2011-02-16 2012-09-06 Geovector Co Ltd Reinforced soil wall construction method and wall surface material
JP2020525693A (en) * 2017-06-27 2020-08-27 マン ジャン Geocell and manufacturing method thereof
US11248358B2 (en) 2017-06-27 2022-02-15 Man Zhang Geogrid and manufacturing method thereof

Also Published As

Publication number Publication date
JP2582267Y2 (en) 1998-09-30

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