JPH0827793A - Reinforced earth structure - Google Patents
Reinforced earth structureInfo
- Publication number
- JPH0827793A JPH0827793A JP16517794A JP16517794A JPH0827793A JP H0827793 A JPH0827793 A JP H0827793A JP 16517794 A JP16517794 A JP 16517794A JP 16517794 A JP16517794 A JP 16517794A JP H0827793 A JPH0827793 A JP H0827793A
- Authority
- JP
- Japan
- Prior art keywords
- frame
- car
- embankment
- car frame
- shape
- 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
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】この発明は、例えば、道路や敷地
等に面して擁壁して構築される補強土構造物に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reinforced earth structure constructed by retaining a wall facing a road or a site, for example.
【0002】[0002]
【従来の技術及び発明が解決しようとする課題】道路や
敷地等に面して構築される擁壁は、様々な方法によって
構築され、その最も一般的なものは場所打ちコンクリー
ト、或いは単に鉄筋かごに砂利等の中詰め材を詰め込む
等にして構築されている。2. Description of the Related Art Retaining walls constructed facing roads or sites are constructed by various methods, the most common of which is cast-in-place concrete or simply reinforced cage. It is constructed by stuffing a filling material such as gravel.
【0003】しかし、場所打ちコンクリートによるもの
は、工事が煩雑化するだけでなく、工期の長期化を免れ
ない等の課題があった。However, the cast-in-place concrete not only complicates the construction work, but also has a problem that the construction period cannot be extended.
【0004】また、多くの仮設資材を必要とするので、
山間部の工事には資材の運搬が容易でなく、適さない等
の課題があった。Since many temporary materials are required,
There was a problem that materials were not easy to carry and were not suitable for construction in mountainous areas.
【0005】また、鋼製かごや鉄筋かごを使用したもの
は、組み立て及び部材どうしの接合が面倒である等の課
題があった。Further, the products using a steel car or a reinforcing steel car have problems that assembly and joining of members are troublesome.
【0006】この発明は、以上の課題を解決するために
なされたもので、盛り土層の沈下、移動、流出及びかご
枠の移動等を防止してきわめて安定した補強土構造物を
容易に構築できる補強土構造物を提供することを目的と
する。The present invention has been made to solve the above problems, and it is possible to easily construct an extremely stable reinforced soil structure by preventing the subsidence, movement and outflow of the embankment layer and the movement of the car frame. The purpose is to provide a reinforced soil structure.
【0007】[0007]
【課題を解決するための手段】この発明に係る補強土構
造物は、盛り土層の先端に設置される補強土構造物構築
用かご枠を、略L字状に構成され、前記かご枠の前部を
構成する前面枠と、逆略L字状に構成され、前記かご枠
の後部を構成する後面枠と、前記前面枠と前記後面枠と
の間に設置され、前記前面枠と前記後面枠とを連結する
連結部材とを備えて構成し、かつ、前記盛り土層内に盛
り土補強部材を複数層に埋設し、その先端を前記かご枠
に連結してなることを特徴とする。In the reinforced soil structure according to the present invention, a car frame for constructing a reinforced earth structure, which is installed at the tip of the embankment layer, is formed into a substantially L shape, and is provided in front of the car frame. A front frame that forms a rear portion, a rear frame that is configured in an inverted L-shape and that forms a rear portion of the car frame, and is installed between the front frame and the rear frame, and the front frame and the rear frame. And a connecting member for connecting the two, and a plurality of embankment reinforcing members are embedded in the embankment layer, and the tip of the embankment reinforcing member is connected to the car frame.
【0008】[0008]
実施例1.図1〜図4は、この発明に係る補強土構造物
の一実施例を示し、図において、符号1は道路等に面し
て所定高さに盛られた盛り土層、2はこの盛り土層1の
先端部に上下方向及び横方向に連結しつつ設置され、盛
り土層1を崩壊しないように保持する補強土構造物構築
用かご枠(以下「かご枠」という。)、3はこのかご枠
2の中に充填された、土砂、砕石等からなる中詰め材、
4は盛り土層1内に複数層に埋設され、盛り土層1の沈
下、移動、流出等を防止すると共に、各かご枠2を盛り
土層1の先端に移動したりしないように固定する盛り土
補強部材、そして、符号5と6は上下に隣接するかご枠
2と2とを連結する連結プレートと連結ナットである。Example 1. 1 to 4 show an embodiment of a reinforced soil structure according to the present invention, in which the reference numeral 1 is an embankment layer facing a road or the like at a predetermined height, and 2 is this embankment layer 1 A car frame for constructing a reinforced soil structure (hereinafter referred to as a "car frame"), which is installed at the tip end of the car while being connected in the vertical direction and the lateral direction so as not to collapse the embankment layer 1, and 3 is the car frame 2 Filling material filled with sand, crushed stone, etc.
The embankment reinforcement member 4 is embedded in the embankment layer 1 in a plurality of layers to prevent the embankment layer 1 from sinking, moving, flowing out, and fixing each car frame 2 so as not to move to the tip of the embankment layer 1. Further, reference numerals 5 and 6 are a connecting plate and a connecting nut for connecting the vertically adjacent car frames 2 and 2, respectively.
【0009】かご枠2はかご枠2の前面を構成する前面
枠7と、かご枠2の後部を構成する後面枠8と、この前
面枠7と後面枠8とを連結する連結部材9と、かご枠2
の変形等を防止する水平補強部材10及び斜め補強部材11
とを備えて構成されている。The car frame 2 includes a front frame 7 forming the front surface of the car frame 2, a rear frame 8 forming the rear part of the car frame 2, and a connecting member 9 connecting the front frame 7 and the rear frame 8. Basket frame 2
Horizontal reinforcing member 10 and diagonal reinforcing member 11 for preventing deformation of the
It is comprised including.
【0010】前面枠7は水平部7aと垂直部7bとから略L
字状に構成され、後面枠8は水平部8aと垂直部8bとから
逆L字状に構成されている((図3(a),(b) 参照)。The front frame 7 is composed of a horizontal portion 7a and a vertical portion 7b and is substantially L
The rear surface frame 8 is formed in a letter L shape and is formed in an inverted L shape from the horizontal portion 8a and the vertical portion 8b (see FIGS. 3 (a) and 3 (b)).
【0011】また、前面枠7の水平部7a及び垂直部7b、
後面枠8の水平部8a及び垂直部8bは、ともに鉄筋グリッ
ト若しくはラス金網等といった剛性の大きいメッシュ類
より一体的に構成され、かつ、前面枠7の垂直7bには盛
り土層1側に傾斜する所定の勾配が付けられている。Further, the horizontal portion 7a and the vertical portion 7b of the front frame 7,
The horizontal portion 8a and the vertical portion 8b of the rear surface frame 8 are integrally formed of meshes having high rigidity such as reinforcing bar grit or lath wire mesh, and the vertical portion 7b of the front surface frame 7 is inclined toward the embankment layer 1 side. There is a predetermined slope.
【0012】また、前面枠7の垂直部7bの上端部及び後
面枠8の垂直部8bの上端部、更に、前面枠7の水平部7a
の後端部には、真上に突出する雄ねじ部7c、8c及び7dが
それぞれ形成され、後面枠8の水平部8aの先端部には水
平に突出する継ぎ手部8dが突設され、この継ぎ手部8dに
は雄ねじ部7dが貫通可能な継ぎ手孔8eが形成されてい
る。The upper end of the vertical portion 7b of the front frame 7, the upper end of the vertical portion 8b of the rear frame 8, and the horizontal portion 7a of the front frame 7
Male screw parts 7c, 8c and 7d projecting right above are respectively formed at the rear end part, and a horizontally projecting joint part 8d is projectingly provided at the tip part of the horizontal part 8a of the rear surface frame 8. The portion 8d is formed with a joint hole 8e through which the male screw portion 7d can pass.
【0013】また、継ぎ手部8dの継ぎ手孔8eに雄ねじ部
7dが挿通され、この雄ねじ部7dに連結ナット6螺合され
ることによって前面枠7と後面枠8の下端部が連結され
ている。Further, a male screw portion is formed in the joint hole 8e of the joint portion 8d.
The lower end of the front frame 7 and the rear frame 8 are connected by inserting the 7d and screwing the connecting nut 6 into the male screw portion 7d.
【0014】尚、雄ねじ部7c、8c及び7dは、垂直部7b、
垂直部8b及び水平部7aの端部に、別途形成された雄ねじ
部材をそれぞれ溶接するか、若しくは垂直部7b、垂直部
8b及び水平部7aをそれぞれ構成する格子鉄筋の端部に直
接ねじ切りする等して形成されている。また、継ぎ手部
8dは水平部8aの先端部にプレートを溶接する等して形成
されている。The male screw portions 7c, 8c and 7d are the vertical portions 7b,
Separately formed male screw members are welded to the ends of the vertical portion 8b and the horizontal portion 7a, or the vertical portion 7b and the vertical portion are formed.
8b and the horizontal portion 7a are formed by directly threading the ends of the lattice reinforcing bars constituting each of them. Also, the joint part
8d is formed by welding a plate to the tip of the horizontal portion 8a.
【0015】連結部材9は帯鋼等より形成され、その前
後両端部に連結部材9と直角方向に水平に突出する継ぎ
手部9aと9bがそれぞれ形成され、かつ、継ぎ手部9a及び
9bには雄ねじ部7c及び8cがそれぞれ貫通可能な複数個の
継ぎ手孔9c及び9dがそれぞれ形成されている(図3(c)
参照)。The connecting member 9 is made of strip steel or the like, and joint portions 9a and 9b which horizontally project in a direction perpendicular to the connecting member 9 are formed at both front and rear ends thereof, and the joint portions 9a and 9a are formed.
9b is formed with a plurality of joint holes 9c and 9d through which the male screw portions 7c and 8c can respectively pass (FIG. 3 (c)).
reference).
【0016】このように形成された連結部材9は前面枠
7の上端部と後面枠8の上端部との間に架け渡され、か
つ、継ぎ手部9aの継ぎ手孔9cに雄ねじ部7c、継ぎ手部9b
の継ぎ手孔9dに雄ねじ部8cがそれぞれ挿通されている。The connecting member 9 thus formed is bridged between the upper end portion of the front frame 7 and the upper end portion of the rear frame 8, and the male screw portion 7c and the joint portion are provided in the joint hole 9c of the joint portion 9a. 9b
The male screw portions 8c are respectively inserted in the joint holes 9d of.
【0017】また、雄ねじ部7c及び8cの上端部は、上側
に位置する前面枠7及び後面枠8の網目にそれぞれ挿通
されている。そして、雄ねじ部7c及び8cの上端部に連結
プレート5が取り付けられ、その上に連結ナット6が螺
合されている。Further, the upper ends of the male screw portions 7c and 8c are inserted into the meshes of the front frame 7 and the rear frame 8 located on the upper side, respectively. The connecting plate 5 is attached to the upper ends of the male screw portions 7c and 8c, and the connecting nut 6 is screwed onto the connecting plate 5.
【0018】このような構成によって前面枠7と後面枠
8とが連結され、同時に上下方向及び横方向に隣接する
前面枠7と7及び後面枠8と8とがそれぞれ連結されて
いる。With such a structure, the front frame 7 and the rear frame 8 are connected, and at the same time, the front frames 7 and 7 and the rear frames 8 and 8 that are vertically and laterally adjacent to each other are connected.
【0019】盛り土補強部材4は、鉄筋グリットやラス
金網等の剛性の高いメッシュ類より矩形状をしたパネル
状に構成されている。そして、その一端4aをかご枠2の
後面枠8の網目に貫通させ、かつ、その貫通部分に取付
プレート13を取り付け、その上に固定ナット14を螺合す
ることによってかご枠2に連結されている。また、盛り
土補強部材4は盛り土層1内に複数層に埋設されてい
る。The embankment reinforcing member 4 is formed in a rectangular panel shape from meshes having high rigidity such as reinforcing bar grit and lath wire mesh. Then, one end 4a thereof is penetrated into the mesh of the rear surface frame 8 of the car frame 2, a mounting plate 13 is attached to the penetrating portion, and a fixing nut 14 is screwed onto the mounting plate 13 to connect to the car frame 2. There is. Further, the embankment reinforcing member 4 is embedded in the embankment layer 1 in a plurality of layers.
【0020】実施例2.図5は、この発明に係る補強土
構造物の他の実施例を示し、各かご枠2の前面枠7の内
側に植生シート15を添え付けて緑化を図ったものであ
る。Example 2. FIG. 5 shows another embodiment of the reinforced soil structure according to the present invention, in which a vegetation sheet 15 is attached to the inside of the front frame 7 of each car frame 2 for greening.
【0021】その他の構成は実施例1と略同じである。The other structure is substantially the same as that of the first embodiment.
【0022】[0022]
【発明の効果】この発明に係る補強土構造物は、以上説
明したように構成されているので、以下に記載されるよ
うな効果を有する。Since the reinforced soil structure according to the present invention is constructed as described above, it has the following effects.
【0023】 補強土構造物構築用かご枠が、略L字
状に構成され、前記かご枠の前部を構成する前面枠と、
逆略L字状に構成され、前記かご枠の後部を構成する後
面枠と、前記前面枠と前記後面枠との間に設置され、前
記前面枠と前記後面枠とを連結する連結部材とを備えて
構成されているので、かご枠を簡単に組み立てることが
でき、従って、かご枠を、その中に中詰め材を充填しな
がら複数設置することにより、必要規模の補強土構造物
を容易に構築できる効果がある。A car frame for constructing a reinforced soil structure is configured in a substantially L shape, and a front frame that constitutes a front part of the car frame,
A rear frame that is configured in an inverted L-shape and forms a rear portion of the car frame, and a connecting member that is installed between the front frame and the rear frame and that connects the front frame and the rear frame. Since it is configured to be installed, the car frame can be easily assembled, and therefore, by installing a plurality of car frames while filling the car frame with the filling material, it is possible to easily construct a reinforcing earth structure of a required scale. There is an effect that can be built.
【0024】 また、かご枠の背部に盛られた盛り土
層の中に、盛り土補強部材が複数層に埋設され、かつ、
この盛り土補強部材に各かご枠はが連結されているの
で、盛り土層の沈下、移動、流出及びかご枠の移動等を
防止して、きわめて安定した補強土構造物を構築できる
効果がある。Further, a plurality of embankment reinforcing members are embedded in the embankment layer laid on the back of the car frame, and
Since each car frame is connected to the embankment reinforcing member, it is possible to prevent the embankment layer from sinking, moving, flowing out, moving the car frame, etc., and constructing an extremely stable reinforced soil structure.
【図1】この発明に係る補強土構造物の一実施例の縦断
面図である。FIG. 1 is a vertical sectional view of an embodiment of a reinforced soil structure according to the present invention.
【図2】図1に示す補強土構造物の一部拡大断面図であ
る。FIG. 2 is a partially enlarged cross-sectional view of the reinforced soil structure shown in FIG.
【図3】(a) は前面枠の縦断面図、(b) は後面枠の縦断
面図、(c) は連結部材の平面図である。3A is a vertical sectional view of a front frame, FIG. 3B is a vertical sectional view of a rear frame, and FIG. 3C is a plan view of a connecting member.
【図4】(a) は盛り土補強部材の平面図、(b) は盛り土
補強部材の縦断面図である。4A is a plan view of the embankment reinforcing member, and FIG. 4B is a vertical cross-sectional view of the embankment reinforcing member.
【図5】この発明に係る補強土構造物の他の実施例の縦
断面図である。FIG. 5 is a longitudinal sectional view of another embodiment of the reinforced soil structure according to the present invention.
1…盛り土層、2…かご枠(補強土構造物構築用かご
枠)、3…中詰め材、4…盛り土補強部材、5…連結プ
レート、6…連結ナット、7…前面枠、8…後面枠、9
…連結部材、10…水平補強部材、12…斜め補強部材、13
…取付プレート、14…固定ナット、15…植生シート。1 ... Embankment layer, 2 ... Car frame (car frame for constructing a reinforced soil structure), 3 ... Filling material, 4 ... Embankment reinforcing member, 5 ... Connection plate, 6 ... Connection nut, 7 ... Front frame, 8 ... Rear surface Frame, 9
... Connecting member, 10 ... Horizontal reinforcing member, 12 ... Oblique reinforcing member, 13
… Mounting plate, 14… Fixing nut, 15… Vegetation sheet.
Claims (1)
物構築用かご枠(以下「かご枠」という)をその中に中
詰材を充填しつつ、かつ、上下方向及び横方向に連結し
つつ設置して構築される補強土構造物において、前記か
ご枠を、略L字状に構成され、前記かご枠の前部を構成
する前面枠と、逆略L字状に構成され、前記かご枠の後
部を構成する後面枠と、前記前面枠と前記後面枠との間
に設置され、前記前面枠と前記後面枠とを連結する連結
部材とを備えて構成し、かつ、前記盛り土層内に盛り土
補強部材を複数層に埋設し、その先端を前記かご枠に連
結してなることを特徴とする補強土構造物。1. A plurality of car frames for constructing a reinforced soil structure (hereinafter referred to as "car frames") are filled with filling material at the tip of the embankment layer, and in the vertical and horizontal directions. In a reinforced earth structure constructed by being installed while being connected to each other, the car frame is configured in a substantially L shape, and a front frame forming a front portion of the car frame and an inverted substantially L shape are configured, The rear frame that constitutes the rear part of the car frame, and a connecting member that is installed between the front frame and the rear frame and that connects the front frame and the rear frame, and the embankment. A reinforced soil structure characterized by embedding a plurality of embankment reinforcing members in a layer, and connecting the tip to the car frame.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP06165177A JP3101154B2 (en) | 1994-07-18 | 1994-07-18 | Reinforced soil structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP06165177A JP3101154B2 (en) | 1994-07-18 | 1994-07-18 | Reinforced soil structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0827793A true JPH0827793A (en) | 1996-01-30 |
JP3101154B2 JP3101154B2 (en) | 2000-10-23 |
Family
ID=15807320
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP06165177A Expired - Lifetime JP3101154B2 (en) | 1994-07-18 | 1994-07-18 | Reinforced soil structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3101154B2 (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2012214975A (en) * | 2011-03-31 | 2012-11-08 | Showa Kikai Shoji Kk | Reinforced soil wall structure |
JP2014009554A (en) * | 2012-07-02 | 2014-01-20 | Jfe Metal Products & Engineering Inc | Soil retaining wall block, soil retaining wall, and construction method for the same |
JP2014025333A (en) * | 2012-06-22 | 2014-02-06 | Hirose & Co Ltd | Gabion earthquake strengthening method and aseismatic reinforcing structure |
JP2016084608A (en) * | 2014-10-24 | 2016-05-19 | 瀬戸内金網商工株式会社 | Gabion, and gabion structure configured by the gabion |
JP2019206835A (en) * | 2018-05-29 | 2019-12-05 | 田中鉄筋工業株式会社 | Ballast stop |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0548550U (en) * | 1991-11-25 | 1993-06-25 | 株式会社三協精機製作所 | motor |
-
1994
- 1994-07-18 JP JP06165177A patent/JP3101154B2/en not_active Expired - Lifetime
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2012214975A (en) * | 2011-03-31 | 2012-11-08 | Showa Kikai Shoji Kk | Reinforced soil wall structure |
JP2014025333A (en) * | 2012-06-22 | 2014-02-06 | Hirose & Co Ltd | Gabion earthquake strengthening method and aseismatic reinforcing structure |
JP2014009554A (en) * | 2012-07-02 | 2014-01-20 | Jfe Metal Products & Engineering Inc | Soil retaining wall block, soil retaining wall, and construction method for the same |
JP2016084608A (en) * | 2014-10-24 | 2016-05-19 | 瀬戸内金網商工株式会社 | Gabion, and gabion structure configured by the gabion |
JP2019206835A (en) * | 2018-05-29 | 2019-12-05 | 田中鉄筋工業株式会社 | Ballast stop |
Also Published As
Publication number | Publication date |
---|---|
JP3101154B2 (en) | 2000-10-23 |
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