JPH0654010B2 - Embankment method using frame material - Google Patents
Embankment method using frame materialInfo
- Publication number
- JPH0654010B2 JPH0654010B2 JP60215854A JP21585485A JPH0654010B2 JP H0654010 B2 JPH0654010 B2 JP H0654010B2 JP 60215854 A JP60215854 A JP 60215854A JP 21585485 A JP21585485 A JP 21585485A JP H0654010 B2 JPH0654010 B2 JP H0654010B2
- Authority
- JP
- Japan
- Prior art keywords
- frame material
- embankment
- rolling
- slope
- frame
- 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 - Lifetime
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/202—Securing of slopes or inclines with flexible securing means
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/23—Dune restoration or creation; Cliff stabilisation
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、紙，不織布または布で構成した枠材を用い
た盛土工法に関する。The present invention relates to an embankment method using a frame material made of paper, non-woven fabric or cloth.
従来の盛土工法には、例えば特開昭53-123502号公報記
載のコンクリート板枠を用いた擁壁構築法がある。As a conventional embankment method, for example, there is a retaining wall construction method using a concrete plate frame described in JP-A-53-123502.
この工法はコンクリート成形品で形成した土留板と支板
とを用い、支板を一定の間隔で平行に並べ、この支板の
前端両面に形成した凹溝に土留板をはめ込んで串形状に
組立て、支板と土留板で囲まれた中に間詰材を充填し、
ついでその上段へ上記同様に支板と土留板とで串形状に
組立て、間詰材を充填してゆくという工程を繰返して積
上げてゆき、擁壁を構築する工法である。This method uses a retaining plate and a support plate formed of concrete molded products, arranges the supporting plates in parallel at regular intervals, and fits the retaining plate in the grooves formed on both front ends of this supporting plate to assemble them in a skewer shape. , Filling the filling material in the space surrounded by the support plate and the retaining plate,
Then, in the same manner as above, the process of assembling the supporting plate and the earth retaining plate in a skewer shape and filling the filling material with the filling material is repeated to build up the retaining wall.
コンクリート板枠は堅牢であるけれども重量が重く、保
管，運搬および現場での施工手間が大きくなる難点があ
る。Although the concrete board frame is robust, it has a heavy weight and has a drawback that it requires a lot of labor for storage, transportation and construction on site.
また上記従来例の盛土工法は、重量擁壁を構築するもの
であるから、背面全体が軟弱な盛土である場合は沈下や
変位が生じ易くなる。Further, since the embankment method of the above-mentioned conventional example constructs a weight retaining wall, when the entire back surface is soft embankment, subsidence or displacement is likely to occur.
この発明は、全体が盛土で構成されている盛土工におい
て、盛土の安定を図るとともに、その法面保護工をも実
現できる盛土工法を提供することを目的とする。It is an object of the present invention to provide an embankment method capable of stabilizing the embankment and also realizing slope protection for the embankment constructed entirely by embankment.
紙，不織布または布からなる基材を貼り合わせて、伸展
したとき多角形のセルが連続的に形成されるように構成
した枠材を盛土する地盤上に伸展した状態で敷設し、そ
の枠材の各セル内に充填するように盛土して転圧し、つ
いでその転圧面上に上記枠材を伸展した状態で敷設して
盛土し、転圧する施工を所望段数繰返す工法である。A frame material constructed by laminating base materials made of paper, non-woven fabric or cloth, and forming polygonal cells continuously when expanded, is laid in an extended state on the embankment ground, and the frame material Is a method of embedding to fill each cell and rolling, then laying the frame material on the rolling surface in an extended state to embed and rolling, and repeating the desired number of steps for rolling.
枠材は盛土内にその形状を保つて埋設され、各セル内の
土壌は枠材によって横方向への移動が阻止されるので、
盛土の安定度が大きくなる。The frame material is embedded in the embankment while maintaining its shape, and the soil in each cell is prevented from moving laterally by the frame material,
The stability of the embankment increases.
また、枠材の端面が露出する法面は、枠材の端部によつ
て階段状に形成され、法面を形成する土壌は枠材によつ
てその流失が阻止されるので、法面緑化基礎工として好
適なものとなる。In addition, the slope where the end surface of the frame material is exposed is formed stepwise by the end of the frame material, and the soil forming the slope is blocked by the frame material, so the slope is greened. It will be suitable as a foundation work.
まずこの発明に係る枠材について説明する。 First, the frame material according to the present invention will be described.
第１図はこの発明で使用する枠材(1)の一例の平面図、
第２図はその側面図で、幅Ｄのテープ状のクラフト紙，
板紙などの紙類または不織布または布などの基材(2)
を、伸展したとき一辺の長さがｗの六角形のセル(3)が
連続的に形成されるように広い面で貼り合わせ、不飽和
ポリエステルなどの熱硬化性樹脂を塗布または真空含浸
させたのち伸展させた状態で加熱硬化させるかまたは熱
可塑性樹脂を含浸させたものである。FIG. 1 is a plan view of an example of a frame material (1) used in the present invention,
FIG. 2 is a side view of the same, which is a tape-shaped kraft paper of width D,
Paper such as paperboard or substrate such as non-woven fabric or cloth (2)
Were bonded together on a wide surface so that hexagonal cells (3) each having a side length of w when extended were continuously formed, and a thermosetting resin such as unsaturated polyester was applied or vacuum impregnated. It is then heat-cured in an expanded state or impregnated with a thermoplastic resin.
枠材(1)に要求される引張り強さ、曲げ剛性、セル(3)の
大きさ及び枠材(1)の高さＤなどは、施工の態様により
大きく相違するが、高さＤ（基材(2)の幅）は５〜１０c
m，セル(3)の一辺の長さｗは５〜２０cm，１つの枠材
(1)の幅Ｗは４０〜１５０cm，長さＬは１〜５ｍの大き
さで、基材(2)の厚さは０．１〜２mm程度のものが原材
料の特性からみて、また施工時の作業性からみて妥当な
範囲である。The tensile strength, bending rigidity, size of the cell (3) and height D of the frame material (1) required for the frame material (1) greatly differ depending on the construction mode, but the height D (base Material (2) width) is 5-10c
m, the length w of one side of the cell (3) is 5 to 20 cm, and one frame material
The width W of (1) is 40 to 150 cm, the length L is 1 to 5 m, and the thickness of the base material (2) is about 0.1 to 2 mm. It is a reasonable range from the viewpoint of workability.
なお、基材(2)に含浸させる熱硬化性樹脂にはフエノー
ル樹脂，エポキシ樹脂等が適用でき、更に軽荷重状態で
用いうるものには、ポリエチレン，ポリプロピレン，ポ
リ塩化ビニールなどの熱可塑性樹脂なども用いることが
できる。As the thermosetting resin to be impregnated into the base material (2), a phenol resin, an epoxy resin or the like can be applied, and a thermoplastic resin such as polyethylene, polypropylene or polyvinyl chloride can be used under a light load condition. Can also be used.
また合成樹脂を含浸させる量は、枠材を法面等に敷設し
たとき自立できる程度であれば足りる。Further, the amount of the synthetic resin impregnated is sufficient as long as the frame material can stand on its own when laid on a slope or the like.
第３図は他の枠材の構成例の平面図で、基材（２ａ）の
間に連結基材（２ｂ）を千鳥に配置し、その両端の広い
面でもつて基材（２ａ）に接着したもので、連結基材
（２ｂ）でセル(3)内に充填される客土の重量をうけ、
基材（２ａ）はこれらの荷重を引張り荷重として受け止
めるように構成したものである。この枠材(1)は連結基
材（２ｂ）の接着が剥れた場合でも枠材(1)の全体の変
形を生じない。FIG. 3 is a plan view of another configuration example of the frame member, in which the connecting base materials (2b) are staggered between the base materials (2a), and the wide surfaces at both ends are bonded to the base material (2a). The connection base material (2b) receives the weight of the soil filled in the cell (3),
The base material (2a) is configured to receive these loads as a tensile load. The frame material (1) does not cause the entire deformation of the frame material (1) even when the connection base material (2b) is peeled off.
第４図は更に他の枠材の構成例の平面図で、連結基材
（２ｂ）を同じ線上に配置し、四角形のセル(3)を形成
するとともに、枠材(1)の端面に基材（２ａ）の端が突
出せず、更に端面を形成する連結基材（２ｂ）の両側の
接着辺を長くして強固に接着したものである。FIG. 4 is a plan view of still another configuration example of the frame material, in which the connecting base material (2b) is arranged on the same line to form a rectangular cell (3) and the base material is attached to the end surface of the frame material (1). The end of the material (2a) does not project, and the bonding sides on both sides of the connecting base material (2b) forming the end face are lengthened and firmly bonded.
つぎに、第４図に示した枠材を用いたこの発明に係る盛
土工法の一実施例を第５図により説明する。Next, an embodiment of the embankment method according to the present invention using the frame material shown in FIG. 4 will be described with reference to FIG.
第５図は、盛土工により道路(9)を構築した断面図を示
しており、まず地盤(4)上に土留壁(5)を築いたのち盛土
して上面を平担とし、第１段目の枠材(1)を敷設して各
枠材(1)のセル内に盛土し、転圧して平担にしたのちそ
の転圧面上に第２段目の枠材(1)を構築しようとする法
面の傾斜に見合うだけずらして敷設し、各セル内に盛土
して転圧するという作業を所望の段数繰返して盛土法面
(7)を形成しながら盛土する。この盛土工には、第４図
に示した枠材(1)を用いたので、連結基材（２ｂ）が土
留壁として機能し、基材（２ａ）は抗張材として機能す
るように敷設すると、盛土(6)は強化土構造となるの
で、盛土の安定性が増大する。Fig. 5 shows a cross-sectional view of the road (9) constructed by embankment. First, the earth retaining wall (5) is built on the ground (4) and then the soil is embanked to make the upper surface flat, and the first stage Lay the frame material (1), embed it in the cells of each frame material (1), flatten it by rolling and then build the second frame material (1) on the rolling surface The sloping sloping surface is constructed by offsetting the slope to match the slope of the sloping surface, repeating the desired number of steps for embankment in each cell and rolling.
Embankment while forming (7). Since the frame material (1) shown in Fig. 4 was used for this embankment, the connection base material (2b) functions as a retaining wall and the base material (2a) is laid so as to function as a tensile material. Then, since the embankment (6) has a reinforced soil structure, the stability of the embankment increases.
なお法面の土壌は、枠材(1)により保持されているの
で、雨水等によつて流失することがなく、また盛土法面
(7)は階段状に形成されるので、段部を形成するセル内
に図に示すように植生(8)を施すことができる。Since the soil on the slope is held by the frame material (1), it will not be washed away by rainwater, etc.
Since (7) is formed stepwise, vegetation (8) can be applied in the cells forming the step as shown in the figure.
なお、この実施例では四角形状のセルを有する枠材を用
いた例を示したが、第１図に示す六角形のセルを有する
枠材を用いても同様に施工しうることはいうまでもな
い。In addition, although an example using a frame material having square cells is shown in this embodiment, it goes without saying that the same work can be performed using a frame material having hexagonal cells shown in FIG. Absent.
なお上記実施例は法面を形成する盛土工を示したが、必
ずしも枠材の端を法面に表わす場合に限られるものでは
なく、盛土地盤内に枠材を埋設して盛土地盤の強化を図
る強化土工法にも使用できることはいうまでもない。Although the above-mentioned example shows the embankment forming the slope, it is not limited to the case where the edge of the frame material is expressed as the slope, and the frame material is embedded in the embankment to strengthen the embankment. It goes without saying that it can also be used for the strengthened earthwork method.
この発明は、紙，不織布または布を貼合わせ伸展したと
き多角形のセルが連続的に形成されるように構成されて
いる枠材を、盛土する地盤上に敷設し、その枠材の各セ
ル内を充填するように盛土して転圧し、ついでその転圧
面上に次段の枠材を敷設して盛土して転圧する施工を所
望段数繰返すようにした盛土工法であって、多角形セル
によって構成される枠材の材料として紙、不織布または
布の軽量基材を使用するから、枠材が軽量であるにもか
かわらず強度が大きく、このため運搬、あるいは現場で
の施工手間がかからないことはもちろん、盛土の各層ご
とに枠材が埋設されて軟弱地盤であっても地盤沈下や変
位を生ぜず、したがって、盛土の安定化が著しく増大す
るという効果を奏する。According to the present invention, a frame material configured so that polygonal cells are continuously formed when a paper, a non-woven fabric or a cloth is stuck and extended is laid on a ground to be filled, and each cell of the frame material is laid. It is a embankment method that repeats the desired number of steps by embedding to fill the inside and rolling and then laying the next stage frame material on the rolling surface and embanking and rolling. Since a lightweight base material such as paper, non-woven fabric or cloth is used as the material for the frame material to be constructed, the frame material is strong even though it is lightweight, which means that it does not take time for transportation or construction on site. Of course, even if the ground material is embedded in each layer of the embankment and the ground is soft, no ground subsidence or displacement occurs, so that the stabilization of the embankment is significantly increased.
また、盛土法面を形成する場合には、法面の土壌を枠材
の端面で保持する構造となるので、法面のエロージヨン
防止が図れ、法面緑化基礎工をも併せて施工できるもの
となる。In addition, when forming the embankment slope, since the soil on the slope is held by the end face of the frame material, erosion of the slope can be prevented, and the slope revegetation foundation work can also be constructed. Become.
【図面の簡単な説明】 第１図はこの発明において使用する枠材の一構成例の平
面図、第２図は第１図II−IIよりみた側面図、第３図，
第４図はそれぞれ他の構成例の平面図、第５図はこの発
明に係る盛土工法の一実施例の断面図である。 (1)……枠材、(3)……セル、(6)……盛土、(7)……盛土
法面。 なお、図中同一符号はそれぞれ同一または相当部分を示
す。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a plan view of one structural example of a frame material used in the present invention, FIG. 2 is a side view seen from FIG. 1 II-II, FIG.
FIG. 4 is a plan view of another structural example, and FIG. 5 is a sectional view of one embodiment of the embankment method according to the present invention. (1) …… frame material, (3) …… cell, (6) …… fill, and (7) …… fill slope. In the drawings, the same reference numerals indicate the same or corresponding parts.
Claims (1)
材を貼り合わせ、伸展したとき多角形のセルが連続して
形成されるように構成されている枠材を盛土する地盤の
上に伸展した状態で敷設し、その枠材の各セル内を充填
するように盛土して転圧し、ついでその転圧面上に次段
の枠材を伸展した状態で敷設し、盛土して転圧する施工
を繰返すようにした盛土工法。1. A ground material for embanking a frame material configured so that polygonal cells are continuously formed when a tape-shaped base material made of paper / nonwoven fabric or cloth is stuck and extended. Laying in an extended state, embankment to fill each cell of the frame material and rolling it, then laying the next stage frame material on the rolling surface in an extended state, embankment and rolling The embankment method was repeated.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP60215854A JPH0654010B2 (en) | 1985-09-27 | 1985-09-27 | Embankment method using frame material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP60215854A JPH0654010B2 (en) | 1985-09-27 | 1985-09-27 | Embankment method using frame material |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP15946981A Division JPS5862221A (en) | 1981-10-08 | 1981-10-08 | Framework, its manufacture, and slope greens plating and banking work using the framework |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6192218A JPS6192218A (en) | 1986-05-10 |
| JPH0654010B2 true JPH0654010B2 (en) | 1994-07-20 |
Family
ID=16679373
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP60215854A Expired - Lifetime JPH0654010B2 (en) | 1985-09-27 | 1985-09-27 | Embankment method using frame material |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0654010B2 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4965097A (en) * | 1989-01-11 | 1990-10-23 | Reynolds Consumer Products, Inc. | Texturized cell material for confinement of concrete and earth materials |
| FR2699948B1 (en) * | 1992-12-24 | 1995-02-10 | Armater | Method for making a support structure (wall or similar structure) and new type of structure thus produced. |
| US7993080B2 (en) * | 2007-09-27 | 2011-08-09 | Prs Mediterranean Ltd. | Earthquake resistant earth retention system using geocells |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5616730A (en) * | 1979-02-24 | 1981-02-18 | Kiyoshi Yamamoto | Filling soil material for slope face and application of the same |
| JPS603579B2 (en) * | 1979-10-15 | 1985-01-29 | 幹男 藁谷 | earthen law |
-
1985
- 1985-09-27 JP JP60215854A patent/JPH0654010B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6192218A (en) | 1986-05-10 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JPH0654010B2 (en) | Embankment method using frame material | |
| JP2004250980A (en) | Reinforced soil wall structure and construction method | |
| JPS6325137B2 (en) | ||
| JP4047310B2 (en) | Reinforced earth structure | |
| JPH11269860A (en) | Composite improvement ground structure | |
| CN111511992A (en) | Thin and stable segmented wall block and soil stabilization system and method | |
| CN210562229U (en) | Geogrid grid room slope greening and soil fixing device | |
| WO2002097199A1 (en) | The landscape block with receiving rainwater within retaining wall | |
| JP3172701B2 (en) | Earthwork frame and construction method | |
| JP2646346B2 (en) | Lightweight embankment and road | |
| KR100404077B1 (en) | Construction Method of Retaining Wall Using Waste Tires | |
| JP3325170B2 (en) | Manufacturing method of earthwork frame | |
| JP7502249B2 (en) | Method of laying waterproof sheets in underground water tanks | |
| JPH0660486B2 (en) | Ground improvement / reinforcement structure | |
| CN214695728U (en) | Be applied to reinforced earth barricade in loess area | |
| JPH02213523A (en) | Block piled retaining wall | |
| JPH0533355A (en) | Constructing method for retaining wall and retaining wall block used therefor | |
| CN213682783U (en) | Frame type building block | |
| GB2268951A (en) | Ground fill material | |
| JPH09195276A (en) | Reinforced earth structure | |
| KR101988968B1 (en) | Reinforcement Grid for Retaining Wall and Constructing Method the Same | |
| JPH09170240A (en) | Concrete block for retaining wall and retaining wall | |
| JP2729889B2 (en) | Net surface material and construction method. | |
| JP2000291008A (en) | Composite wall face and layer reinforcing filling | |
| JP2001303572A (en) | Retaining wall banking structure |