JPS61130525A - Reinforcing work for natural ground - Google Patents

Reinforcing work for natural ground

Info

Publication number
JPS61130525A
JPS61130525A JP25063584A JP25063584A JPS61130525A JP S61130525 A JPS61130525 A JP S61130525A JP 25063584 A JP25063584 A JP 25063584A JP 25063584 A JP25063584 A JP 25063584A JP S61130525 A JPS61130525 A JP S61130525A
Authority
JP
Japan
Prior art keywords
ground
connecting plate
formwork
anchor
cages
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
JP25063584A
Other languages
Japanese (ja)
Inventor
Mitsuru Hayashi
満 林
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.)
RASA KENSETSU KK
Original Assignee
RASA KENSETSU KK
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 RASA KENSETSU KK filed Critical RASA KENSETSU KK
Priority to JP25063584A priority Critical patent/JPS61130525A/en
Publication of JPS61130525A publication Critical patent/JPS61130525A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines

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)

Abstract

PURPOSE:To construct a formwork on natural ground with good efficiency by a method in which metal net cages are set in a lattice form on the natural ground, the crossing points of the cages are temporarily coupled with cross- shaped connecting plates, and anchor is driven into the central hole of the connecting plates, and cement mortar is sprayed on them. CONSTITUTION:A latticed formwork is constructed to the natural ground by using metal net cages 1 of a square cross section, and the crossing points of the cages 1 are temporarily coupled with a cross-shaped connecting plate 2. An anchor is driven into the ground through a fixing hole 4 drilled at the center of the plante 2, and cement mortar or concrete is sprayed onto the cage 1, the connecting plate 2, and the anchor to bury them. The formwork made of light-weight metal net cages 1 can be easily handled due to its light weight with respect to assembling operations, etc., and the fixing operation of the cage 1 to the ground can be quickly made because the connecting plate and the anchor are used. The safety of the operations can be raised, and the formwork can be constructed on the ground with good efficiency.

Description

【発明の詳細な説明】[Detailed description of the invention] 【産業上の利用分野】[Industrial application field]

本発明は、自然保護乃至は環境保存等の目的で地山を補
強するための地山補強工法に関する。
The present invention relates to a ground reinforcement method for reinforcing a ground for the purpose of nature protection or environmental conservation.

【従来の技術】[Conventional technology]

例えば、山の傾斜地を切り崩して道路等を建設した際、
切り残された法面の地層れを防止する補強工事が必要で
ある。 この補強工事に実施される工法としては、施工
現場に相対向して敷設される側型枠とこの側型枠内に設
けられる鉄筋篭とをプレハブ材として予め工場で製作し
ておき、このプレハブ材を法面の地山上に格子上に組付
けて構設した枠組をアンカー鉄筋によって地山上に固定
し、次いで、この枠組にモルタルやコンクリートを吹付
け、地山上に枠組を埋殺しする工法が知られている。
For example, when constructing roads by cutting down slopes of mountains,
Reinforcement work is required to prevent the uncut slope from deteriorating. The method used for this reinforcement work is that the side formwork that will be laid facing each other at the construction site and the reinforcing bar cage that will be installed within this side formwork are manufactured in advance as prefabricated materials in a factory, and the prefabricated There is a construction method in which a framework is constructed by assembling timber on a lattice on the ground of a slope, which is fixed to the ground using anchor reinforcing bars, and then this framework is sprayed with mortar or concrete, and the framework is buried on the ground. Are known.

【発明が解決しようとする問題点1 プレハブ材として形成された側型枠と鉄筋篭を用いた従
来の地山補強工法は作業条件の悪い法面での鉄筋及び型
枠の組立てが省力化できるし、軽量で設置作業が容易と
なる利点がある反面、個々の側型枠と鉄筋篭との結合は
ボルト締め等による作業が必要であって大変煩わしく、
また、資材の必要量の関係でコスト高になることは避け
られないといった問題がある。 c問題点を解決するための手段】 本発明は上記の点に鑑み、必要とされる型枠の構成材を
単一化し、地山上での枠組作業が極めて簡単に出来ると
同時に、構設された枠組の安定性に優れ、かつ、経済性
の面でも著しく有利となる地山補強工法の提供を企図し
たものである。 しかして、本発明の上記目的は型枠材として金網層であ
る四角形断面の基体を用い、この基体によって地山上に
格子状の枠組を構設すると共に、互いに交叉し合った基
体同士の交叉部分を十字状の連結板によって仮止めし1
次いで、上記連結板の中央部分にあけられている固定穴
を通してアンカー材を地山に打込み、このアンカー材に
よって交叉し合った基体の組を連結板とともに地山上に
それぞれ固定し、総ての基体をモルタルやコンクリート
の吹付けによって地山上に埋殺しする地山補強工法によ
り達成される。 〔実 施 例1 本発明工法を実施するために用いる枠組の資材は、工場
で生産される金網層の基体1、十字状の連結板2及びア
ンカー材3であって、基体1としては通常10国角程度
の四角形断面で長さ2m前後のものが用いられ、連結板
2としては長さが50cm前後、巾が8an程度の薄い
金属板乃至はプラスチック板が用いられ、また、アンカ
ー材3としては地山の状態に応じて適当な長さのものを
用いる。 しかして、上記連結板2は特に中央部分(交叉部)にあ
けた固定穴4が直径3am程度の丸穴である多孔板とし
て形成され、5は連結板2上にあけた他の穴を示してい
る。 次に1作業手順を説明すると、工場で生産された上記各
資材の必要数量を用意し、先ず、基体1によって地山上
に格子状の枠組を組立てる。 この枠組の組立てに際し
ては、筆体1同士の交叉し合った部分を該交叉部分上に
当てた連結板2によって仮止めし、その後でアンカー材
3を連結板2の固定穴4を通して地山に打込み、このア
ンカー材3によって筆体1同士の交叉部分を連結板2と
ともに地山上に固定する。 次いで、枠組されている総
ての基体1に対しモルタルやコンクリート等(図示省略
)を吹付け、基体1を埋殺しするようにして本発明工法
を実施する。 しかして、枠組の周縁を形成する筆体1
同士も連結板2を用いて連結するが、不要となる連結板
2の端部分は折り曲げ、その折り曲げ状態を保持できる
ように針3゜ 金等を用いて止めておく。 なお、アンカー材へには該
アンカー材tの打込み時に連結板2上に圧着する圧着金
具6を固定してあり、この圧着金具6に設けた4個の脚
6aが固定穴4の周りに臨んで連結板2上にあけられて
いる穴5を通って交叉し合った基体1のそれぞれに係入
し、枠組全体の固定状態を確定する。 また、筆体1同
士の交叉し合った部分を連結板2によって仮止めするに
は針金等による止着手段を用いる。
[Problem to be solved by the invention 1] The conventional ground reinforcement method using side formwork and reinforcing bar baskets formed as prefabricated materials can save labor in assembling reinforcing bars and formwork on slopes with poor working conditions. Although it has the advantage of being lightweight and easy to install, it is very cumbersome as it requires work such as tightening bolts to connect the individual side formwork and the reinforcing bar cage.
Additionally, there is a problem in that costs are unavoidably high due to the required amount of materials. c.Means for Solving Problems] In view of the above-mentioned points, the present invention unifies the necessary constituent materials of the formwork, makes it possible to extremely easily assemble the formwork on the ground, and at the same time makes it easy to construct the formwork. The purpose of this project is to provide a ground reinforcement method that has excellent stability of the framework and is extremely economical. Therefore, the above-mentioned object of the present invention is to use a base body with a rectangular cross section which is a wire mesh layer as a formwork material, to construct a lattice-like framework on the ground using this base body, and to form a lattice-like framework on the ground, and at the same time to construct a grid-like framework on the ground, and also to create a cross section between the base bodies that intersect with each other. Temporarily fasten with a cross-shaped connecting plate 1
Next, an anchor material is driven into the ground through the fixing hole drilled in the center of the connecting plate, and each set of intersecting bases is fixed to the ground together with the connecting plate using the anchor material, and all the bases are fixed. This is achieved by a ground reinforcement method in which the concrete is buried on the ground by spraying mortar or concrete. [Example 1] The framework materials used to carry out the construction method of the present invention are a wire mesh layer base 1, a cross-shaped connecting plate 2, and an anchor material 3 produced in a factory. A piece with a rectangular cross section about the size of a country angle and a length of about 2 m is used, and as the connecting plate 2, a thin metal plate or plastic plate with a length of about 50 cm and a width of about 8 ann is used, and as the anchor material 3 Use the appropriate length depending on the condition of the ground. Therefore, the above-mentioned connecting plate 2 is formed as a perforated plate in which the fixing hole 4 made especially in the central part (intersecting part) is a round hole with a diameter of about 3 am, and 5 indicates other holes made on the connecting plate 2. ing. Next, one working procedure will be explained. First, the necessary quantities of each of the above-mentioned materials produced at the factory are prepared, and first, a lattice-shaped framework is assembled on the ground using the base 1. When assembling this framework, the parts where the brushes 1 intersect are temporarily fixed with the connecting plate 2 placed on the intersecting parts, and then the anchor material 3 is inserted into the ground through the fixing hole 4 of the connecting plate 2. By driving the anchor material 3, the intersection portions of the writing brushes 1 are fixed together with the connecting plate 2 on the ground. Next, the construction method of the present invention is carried out by spraying mortar, concrete, etc. (not shown) onto all of the framed base bodies 1 to bury the base bodies 1. Therefore, the brush 1 forming the periphery of the framework
They are also connected to each other using the connecting plate 2, but the unnecessary end portion of the connecting plate 2 is bent and fixed using a 3° wire or the like so that the bent state can be maintained. A crimp fitting 6 is fixed to the anchor material to be crimped onto the connecting plate 2 when the anchor material t is driven, and four legs 6a provided on the crimp fitting 6 face around the fixing hole 4. The connecting plate 2 is inserted into each of the intersecting base bodies 1 through the holes 5 made on the connecting plate 2, thereby fixing the entire framework in a fixed state. Further, in order to temporarily fix the intersecting portions of the writing brushes 1 with the connecting plate 2, a fixing means such as a wire is used.

【考案の効果】[Effect of the idea]

本発明は上記の如くであって、型枠材として金網層の基
体を用いたので、軽量で取扱い易く枠組作業が極めて容
易にできるし、交叉し合う基体同士の仮止め及び地山上
に対する固定作業は十字状の連結板とアンカー材を用い
て素早く、かつ強固にできる作業上の利点があり、安定
性に優れている枠組を地山上に能率よく構設できるもの
であって、その後のモルタルやコンクリートの吹付けに
よる埋殺し作業を正しく整然と行う上に有効であり、ま
た、型枠資材の単一化と相俟って作業コストを大巾に低
減できる。
The present invention is as described above, and since the base of the wire mesh layer is used as the formwork material, it is lightweight and easy to handle, and the framing work is extremely easy. Also, the work of temporarily fixing the intersecting bases to each other and fixing them on the ground is possible. This method has the advantage of being able to be quickly and firmly constructed using cross-shaped connecting plates and anchor materials, and allows for efficient construction of a framework with excellent stability on the ground. This method is effective in correctly and orderly performing concrete filling work by spraying concrete, and together with the unification of formwork materials, it can significantly reduce work costs.

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

第1図は地山上における枠組状態を示す正面図、第2図
は第1図A部分の接続状態を示す拡大図。 第3図は基体の平面図、□第4図は連結板の平面図。 第5図はアンカー材の正面図、第6図はアンカー材の平
面図である。 図中、1は基体、2は連結板、3はアンカー材、4は固
定穴である。
FIG. 1 is a front view showing the state of the framework on the ground, and FIG. 2 is an enlarged view showing the connection state of part A in FIG. Fig. 3 is a plan view of the base, and Fig. 4 is a plan view of the connecting plate. FIG. 5 is a front view of the anchor material, and FIG. 6 is a plan view of the anchor material. In the figure, 1 is a base, 2 is a connecting plate, 3 is an anchor material, and 4 is a fixing hole.

Claims (1)

【特許請求の範囲】[Claims] 型枠材として金網製である四角形断面の篭体を用い、こ
の篭体によって地山上に格子状の枠組を構設すると共に
、互いに交叉し合った篭体同士の交叉部分を十字状の連
結板によって仮止めし、次いで、上記連結板の中央部分
にあけられている固定穴を通してアンカー材を地山に打
込み、このアンカー材によって交叉し合った篭体の組を
連結板とともに地山上にそれぞれ固定し、総ての篭体を
モルタルやコンクリートの吹付けによって地山上に埋殺
しすることを特徴とする地山補強工法。
A cage with a rectangular cross section made of wire mesh is used as the formwork material, and a lattice-like framework is constructed on the ground using this cage, and the intersecting parts of the cages are connected to cross-shaped connecting plates. Then, anchor material is driven into the ground through the fixing hole drilled in the center of the connecting plate, and each set of intersecting cages is fixed to the ground together with the connecting plate using this anchor material. A ground reinforcement method characterized by burying all the cages on top of the ground by spraying mortar or concrete.
JP25063584A 1984-11-29 1984-11-29 Reinforcing work for natural ground Pending JPS61130525A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25063584A JPS61130525A (en) 1984-11-29 1984-11-29 Reinforcing work for natural ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25063584A JPS61130525A (en) 1984-11-29 1984-11-29 Reinforcing work for natural ground

Publications (1)

Publication Number Publication Date
JPS61130525A true JPS61130525A (en) 1986-06-18

Family

ID=17210785

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25063584A Pending JPS61130525A (en) 1984-11-29 1984-11-29 Reinforcing work for natural ground

Country Status (1)

Country Link
JP (1) JPS61130525A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0273541A2 (en) * 1986-12-30 1988-07-06 Kensetsukiso Engineering Co. Ltd. A structure and method for stabilising sloping ground
JPH08109638A (en) * 1994-10-08 1996-04-30 Nisshoku Corp Slope greening method
CN110241833A (en) * 2019-06-21 2019-09-17 长沙理工大学 The full prefabricated lattice girder cable bolting system of waterproof moisturizing, supporting and restorative procedure

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5829919A (en) * 1981-08-14 1983-02-22 Kunimitsu Yamada Installing method for slope forms
JPS58176319A (en) * 1982-04-09 1983-10-15 Okabe Co Ltd Construction of slope frame structure

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5829919A (en) * 1981-08-14 1983-02-22 Kunimitsu Yamada Installing method for slope forms
JPS58176319A (en) * 1982-04-09 1983-10-15 Okabe Co Ltd Construction of slope frame structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0273541A2 (en) * 1986-12-30 1988-07-06 Kensetsukiso Engineering Co. Ltd. A structure and method for stabilising sloping ground
JPH08109638A (en) * 1994-10-08 1996-04-30 Nisshoku Corp Slope greening method
CN110241833A (en) * 2019-06-21 2019-09-17 长沙理工大学 The full prefabricated lattice girder cable bolting system of waterproof moisturizing, supporting and restorative procedure

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