JPS61237721A - Construction of retaining wall - Google Patents

Construction of retaining wall

Info

Publication number
JPS61237721A
JPS61237721A JP7827385A JP7827385A JPS61237721A JP S61237721 A JPS61237721 A JP S61237721A JP 7827385 A JP7827385 A JP 7827385A JP 7827385 A JP7827385 A JP 7827385A JP S61237721 A JPS61237721 A JP S61237721A
Authority
JP
Japan
Prior art keywords
bag
concrete
retaining wall
bag structure
plate
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
Application number
JP7827385A
Other languages
Japanese (ja)
Inventor
Nobutaka Miura
信隆 三浦
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.)
Asahi Chemical Industry Co Ltd
Original Assignee
Asahi Chemical Industry 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 Asahi Chemical Industry Co Ltd filed Critical Asahi Chemical Industry Co Ltd
Priority to JP7827385A priority Critical patent/JPS61237721A/en
Publication of JPS61237721A publication Critical patent/JPS61237721A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/0258Retaining or protecting walls characterised by constructional features
    • E02D29/0291Retaining or protecting walls characterised by constructional features made up of filled, bag-like elements

Landscapes

  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Retaining Walls (AREA)

Abstract

PURPOSE:To make the construction of a retaining wall easier by a method in which the plate portion of a bag structure formed by connecting a flexible bag to a plate material is erected on the foundation ground, cement mortar is packed into the bag structure, and the bag structures are stacked up in a multistage in order. CONSTITUTION:A flexible bag 5 made of a high-strength cloth is connected to one side of a plate material 2 having a fitting portion 3 on its upper end to form a bag structure. The plate 2 portion of the bag structure is erected on the foundation ground and fixed at a design angle, and cement mortar or concrete 4 is packed into the bag 5. The plate 2 of the bag structure to be used in the second stage is fitted into the fitting portion 3 of the first stage plate 2, and concrete 4 is packed into the bag 5. The bag structures are stacked up in multistages in a repeated manner to construct a retaining wall.

Description

【発明の詳細な説明】 産業上の利用分野 本発明は、擁壁の構築方法に関するものである。[Detailed description of the invention] Industrial applications The present invention relates to a method of constructing a retaining wall.

従来の技術 従来、岸壁の護岸、道路、河川、宅地造成等にもげ六紬
−シ1イ糾 間軸p藷λ−プロツ〃借ム擁壁、コンクリ
ート(無筋、有筋)擁壁が知られている。
Conventional technology Conventionally, retaining walls for quay walls, roads, rivers, residential land development, etc. It is being

コンクリートブロック積み擁壁は、現場での施工が難か
しい、特に急勾配の地山に施工した場合土圧または水圧
による水平力に対して安定性に欠ける問題点があり、ま
たコンクリート擁壁を構築するには、木枠な組み立て、
その内側にコンクリートを打設し、コンクリートが硬化
後型枠を取外して構築していた。この様な構築方法は、
型枠の組立て、取外しに多数の熟練工を必要とし、施工
費が極めて高くなるという欠点を有している。
Concrete block retaining walls are difficult to construct on-site, especially when constructed on steep slopes, and lack stability against horizontal forces caused by earth pressure or water pressure. To do this, assemble the wooden frame,
Concrete was poured inside, and the formwork was removed after the concrete had hardened. This kind of construction method is
It has the disadvantage that a large number of skilled workers are required to assemble and remove the formwork, and the construction cost is extremely high.

発明が解決しようとする問題点 本発明は上記従来工法の欠点を解消するために、聾枠の
組立て、取外しにかかる手間の省力化が可能で、従来工
法に比べて迅速に施工が可能であり。
Problems to be Solved by the Invention In order to solve the drawbacks of the conventional construction method described above, the present invention can save labor in assembling and removing the deaf frame, and can be constructed more quickly than the conventional construction method. .

しかも従来のように熟練工1重機類を必要とせず、経済
性の点で有利な擁壁の構築方法を提供することを目的と
する。
Moreover, it is an object of the present invention to provide a method for constructing a retaining wall that does not require skilled workers or heavy machinery as in the past and is advantageous in terms of economy.

問題点を解決するだめの手段 本発明は板材の片面に高強度の布からなる可撓性の袋体
を接合し、袋構造体を形成させ、該袋構造体の板材部分
を基礎地盤に立設させ、該袋構造体の中にモルタルもし
くはコンクリートを注入し次いで蕗2段目の該袋構造体
を版板を嵌合・立設させ、該袋構造体の中にコンクリー
ト等を注入し、多段積設する作業を順次繰シ返し、その
過程で注入コンクリート等からの余剰水を該袋構造体か
ら脱水させ、硬化させることを特徴とする擁壁の構築方
法にある。
Means for Solving the Problems The present invention involves joining a flexible bag made of high-strength cloth to one side of a board to form a bag structure, and standing the board part of the bag structure on the foundation ground. and pour mortar or concrete into the bag structure, then fit and erect the second stage bag structure with a plate, and pour concrete, etc. into the bag structure, This method of constructing a retaining wall is characterized by sequentially repeating the work of stacking in multiple stages, and in the process, draining excess water from poured concrete or the like from the bag structure and hardening it.

実施例 本発明を図面により実施例を説明する。但し、本発明は
実施例に限るものではない。
EXAMPLE An example of the present invention will be explained with reference to the drawings. However, the present invention is not limited to the examples.

第1図において、板材2は、市販の材料、例えば薄物の
繊維強化コンクリート板(GRC)、PC板、強化プラ
スチック板(FRP)等を用いる。特に周囲の環境に合
った化粧板で用いるのが好ましい。
In FIG. 1, a commercially available material such as a thin fiber-reinforced concrete board (GRC), a PC board, a reinforced plastic board (FRP), etc. is used as the board material 2. In particular, it is preferable to use a decorative board that suits the surrounding environment.

この板材2の上、下巾方向の端部にナイロン製の織布か
らなる袋体5を板材の全周にわた多接合する。袋体の奥
行きの長さについては、コンクリート4注入による袋体
5のみかけの膨張後、背面の地山9と充分に接すること
が可能な程度に予め設定する。
A bag body 5 made of nylon woven fabric is multi-jointed to the upper and lower width direction ends of the plate material 2 over the entire circumference of the plate material. The length of the depth of the bag body is set in advance to such an extent that the bag body 5 can sufficiently come into contact with the ground 9 on the back side after the bag body 5 is apparently expanded by pouring the concrete 4.

また板材2の上端部は嵌合部3を有し、第2段目の板材
2とは、この嵌合部3を介して、互いに嵌合する。
Further, the upper end of the plate material 2 has a fitting part 3, and the plate material 2 of the second stage is fitted to each other via the fitting part 3.

次に上記、端部に嵌合部3を有し、裏面に袋体5が接合
された板材2を立設させ、計画勾配に固定させた後、袋
体5内にポンプでモルタルあるいはコンクリート4を注
入する。
Next, the plate material 2 having the fitting part 3 at the end and the bag body 5 joined to the back side is erected and fixed at the planned slope, and then a mortar or concrete 4 is poured into the bag body 5 using a pump. inject.

次に袋体5が予め接合された第2段目の板材2と既に袋
体に注入完了した第1段目の板材2とを嵌合させ、再び
その袋体5にコンクリート4等を注入し、多段積設する
作業を順次繰り返して擁壁を構築する。その際コンクリ
ート中の余剰水は袋体を通じて外部に排出される。また
積設された袋構造体同士の一体化のための補強材は1例
えば第3図に示す如く鉄筋10は必要に応じて用いる。
Next, the second stage plate material 2 to which the bag body 5 has been joined in advance is fitted with the first stage plate material 2 that has already been poured into the bag body, and concrete 4 etc. is poured into the bag body 5 again. A retaining wall is constructed by repeating the steps of stacking and stacking in multiple stages. At this time, excess water in the concrete is discharged to the outside through the bag body. Further, a reinforcing material for integrating the stacked bag structures is 1, for example, a reinforcing bar 10 as shown in FIG. 3 is used as necessary.

この場合、補強用鉄筋はあらかじめ、擁壁基礎部の配筋
と連結させてシくことが必要となり、実際K、袋体な接
合させた板材を嵌合部を介して積設する際には、いわば
串し刺しの様な形で1袋体内に鉄筋を通し、終了後にコ
ンクリートを注入する。この様に、布製型枠による鉄筋
コンクリート構造体が容易に現場で成形することができ
る。
In this case, it is necessary to connect the reinforcing reinforcing bars with the reinforcing bars of the retaining wall foundation in advance, and in fact, when stacking the joined plate materials like a bag through the fitting part, , so to speak, reinforcing steel is passed through each bag in the form of a skewer, and concrete is poured in after the process is completed. In this way, a reinforced concrete structure using fabric formwork can be easily formed on site.

本発明の構築方法においては袋体5の側面を縫製する手
間を省くため、メタルラス等の金網を側面に用いれば、
側面補強効果も期待でき、施工上の省力化が図れる。
In the construction method of the present invention, in order to save the effort of sewing the sides of the bag body 5, if wire mesh such as metal lath is used for the sides,
It can also be expected to have a side reinforcement effect, resulting in labor savings during construction.

また第2図に示す様に、地山9と擁壁本体部の間に裏込
め栗石等の排水用の裏込め材6を地山9の法面に沿って
埋設するか、あるいはドレインマットの様な材料で省力
化を図り、擁壁背面の水圧を軽減する方法を併用するの
が好ましい。
In addition, as shown in Fig. 2, a backfill material 6 for drainage such as backfill chestnut stone is buried between the ground 9 and the main body of the retaining wall along the slope of the ground 9, or a drain mat is used. It is preferable to use various materials to save labor and to reduce the water pressure on the back side of the retaining wall.

発明の効果 本発明の擁壁の構築方法は、在来工法によるコンクリー
ト擁壁や、コンクリートブロック積みm壁の施工と比較
して、煩雑な型枠の組立て、取外しを省力化でき、本発
明では袋体を、いわば、捨て型枠として用いる。また施
工が容易であるためaJmTカ!+η嬰で方匠特に注目
ナベ負車は、布製型枠と板材とを機能的に組合せること
により、ハンドリング作業が容易で、しかも1度に多量
のコンクリートを注入することが出来ることから、1日
の施工量を大巾に増やすことが可能になり、施工費の点
でも在来工法と比べて安価にする事が可能である。
Effects of the Invention The method for constructing a retaining wall of the present invention can save labor in assembling and disassembling complicated formwork, compared to the construction of concrete retaining walls and concrete block m walls using conventional construction methods. The bag body is used as a disposable mold, so to speak. Also, because it is easy to install, aJmT is easy! +η凰で方の方の方の方の方のGartand tand dender The pan-beam negative wheel, which is particularly noteworthy, is easy to handle due to the functional combination of fabric formwork and plate materials, and it is also possible to pour a large amount of concrete at one time. It is possible to greatly increase the amount of construction work per day, and the construction cost can also be lower compared to conventional construction methods.

また1枚の板材の形状等、デザインも自由に設計できる
ので、意匠性の豊かなコンクリート擁壁が可能である。
Furthermore, since the shape and design of a single board can be freely designed, it is possible to create concrete retaining walls with rich designs.

さらに施工上、下方から順次コンクリートを打設するた
めに5袋体に過大な引張力がかかるのを防止でき、しか
も捨て部枠としての布製型枠の長所を充分に生かせる工
法である。しかも擁壁としての機能も十分満足するコン
クリート擁壁を構築することができる。
Furthermore, in construction, it is possible to prevent excessive tensile force from being applied to the five bags since concrete is poured sequentially from below, and it is also a construction method that can fully utilize the advantages of the fabric formwork as a temporary frame. Furthermore, it is possible to construct a concrete retaining wall that fully satisfies its function as a retaining wall.

【図面の簡単な説明】 第1図は本発明擁壁の施工方法を示す斜視図、第2図は
本発明擁壁の側面図(鉄筋無し)、第3図も本発明擁壁
の側面図(鉄筋有り)、第4図は嵌合部の断面図である
。 1・・・基礎部、 2・・・板 材、  3・・・嵌合
部。 4・・・コンクリート(もしくはモルタル)%  5°
゛。
[Brief Description of the Drawings] Figure 1 is a perspective view showing the construction method of the retaining wall of the present invention, Figure 2 is a side view of the retaining wall of the present invention (without reinforcing bars), and Figure 3 is also a side view of the retaining wall of the present invention. (with reinforcing bars), FIG. 4 is a sectional view of the fitting part. 1...Foundation part, 2...Plate material, 3...Fitting part. 4...Concrete (or mortar)% 5°
゛.

Claims (1)

【特許請求の範囲】[Claims] 板材の片面に、高強度の布からなる可撓性の袋体を接合
し、袋構造体を形成させ、該袋構造体の板材部分を基礎
地盤に立設させ、該袋構造体の中にモルタルもしくはコ
ンクリートを注入し、次いで、第2段目の該袋構造体の
板材を嵌合・立設させ、該袋構造体の中にコンクリート
等を注入し、多段積設する作業を順次繰り返し、その過
程で注入コンクリート等からの余剰水を該袋構造体から
脱水させ、硬化させることを特徴とする擁壁の構築方法
A flexible bag made of high-strength cloth is bonded to one side of the board to form a bag structure, and the board part of the bag structure is erected on the foundation ground. Injecting mortar or concrete, then fitting and erecting the plates of the bag structure in the second stage, pouring concrete, etc. into the bag structure, and repeating the steps of stacking in multiple stages, A method for constructing a retaining wall, characterized in that in the process, excess water from poured concrete, etc. is dehydrated from the bag structure and hardened.
JP7827385A 1985-04-15 1985-04-15 Construction of retaining wall Pending JPS61237721A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7827385A JPS61237721A (en) 1985-04-15 1985-04-15 Construction of retaining wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7827385A JPS61237721A (en) 1985-04-15 1985-04-15 Construction of retaining wall

Publications (1)

Publication Number Publication Date
JPS61237721A true JPS61237721A (en) 1986-10-23

Family

ID=13657370

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7827385A Pending JPS61237721A (en) 1985-04-15 1985-04-15 Construction of retaining wall

Country Status (1)

Country Link
JP (1) JPS61237721A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015031105A (en) * 2013-08-06 2015-02-16 松六コンクリート工業株式会社 Retaining wall structure and construction method of retaining wall

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015031105A (en) * 2013-08-06 2015-02-16 松六コンクリート工業株式会社 Retaining wall structure and construction method of retaining wall

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