JP2002138485A - Frame for placing concrete for preventing landslide in scarp - Google Patents

Frame for placing concrete for preventing landslide in scarp

Info

Publication number
JP2002138485A
JP2002138485A JP2000375219A JP2000375219A JP2002138485A JP 2002138485 A JP2002138485 A JP 2002138485A JP 2000375219 A JP2000375219 A JP 2000375219A JP 2000375219 A JP2000375219 A JP 2000375219A JP 2002138485 A JP2002138485 A JP 2002138485A
Authority
JP
Japan
Prior art keywords
frame
scarp
concrete
mortar
placing concrete
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
JP2000375219A
Other languages
Japanese (ja)
Inventor
Sachiko Kurogo
幸子 黒後
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP2000375219A priority Critical patent/JP2002138485A/en
Publication of JP2002138485A publication Critical patent/JP2002138485A/en
Pending legal-status Critical Current

Links

Landscapes

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

Abstract

PROBLEM TO BE SOLVED: To increase strength and working efficiency by the new structure and assembly of a frame (a wire gauze) used for preventing a landslide in a scarp. SOLUTION: The frame 1 (the wire netting) is composed of a lateral steel wire material 2 and a longitudinal steel wire material 3, and provided with a protrusion 4 formed by folding the material 3. The frame 1 is assembled as indicated in a drawing 3, and undergoes finishing by the infilling of concrete or mortar as indicated in a drawing 4. This method makes the assembly easy and increases the working efficiency and the strength.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、急傾斜地の土砂崩落防
止対策で枡形にモルタル及びコンクリートを打設する時
使用するフレーム(金網)に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a frame (wire mesh) used for placing mortar and concrete in a square shape for preventing landslides on steep slopes.

【0002】[0002]

【従来の技術】従来のフレームは当発明品の如き凸出部
はなく、平面に加工され、左右2枚をセパレーター等で
固定し、フレーム(金網)の外面がコンクリート又はモ
ルタルの仕上げ面となる為フレームのみでは強度的に劣
るので、内部に鉄筋を配置しなければならず、この鉄筋
を急傾斜地上で 法面の凹凸に合せて加工するため作業
効率が非常に悪かった。
2. Description of the Related Art A conventional frame does not have a protruding portion unlike the product of the present invention, but is processed into a flat surface, two right and left sheets are fixed by a separator or the like, and the outer surface of the frame (wire mesh) becomes a finished surface of concrete or mortar. For this reason, the strength of the frame alone is inferior, so a reinforcing bar had to be placed inside. The working efficiency was extremely poor because this reinforcing bar was machined on steep slopes to match the unevenness of the slope.

【0003】[0003]

【発明が解決しようとする課題】従って、本発明はフレ
ームを簡単に組立固定出来るようにして作業の効率向上
を計るとともに鉄筋を使用せずとも十分な強度を確保す
ることを課題とする。
SUMMARY OF THE INVENTION Accordingly, it is an object of the present invention to improve the working efficiency by easily assembling and fixing a frame and to secure a sufficient strength without using a reinforcing bar.

【0004】[0004]

【課題を解決するための手段】図面符号4の凸出部をも
うけた1のフレームを、図面3の如く組み合わせた構造
とし、図面4の様にコンクリート又はモルタルにて仕上
げる。
Means for Solving the Problems One frame having a projecting portion indicated by reference numeral 4 has a combined structure as shown in FIG. 3 and is finished with concrete or mortar as shown in FIG.

【0005】[0005]

【作用】次に本発明の作用を述べると、、図面符号4の
凸出部をもうけた1のフレームを、図面3の如く組み合
わせた構造とし、図面4の様にコンクリート又はモルタ
ルにて仕上げることにより、フレーム(金網)の鋼線の
殆どがコンクリート又はモルタル中に入り一体化する為
鉄筋を配置せずとも十分な強度を得ることが可能とな
る。
Next, the operation of the present invention will be described. One frame having a projecting portion shown by reference numeral 4 is formed into a combined structure as shown in FIG. 3 and finished with concrete or mortar as shown in FIG. Thereby, since most of the steel wires of the frame (wire mesh) enter into concrete or mortar and are integrated, sufficient strength can be obtained without disposing a reinforcing bar.

【0006】[0006]

【実施例】図面符号4の凸出部をもうけた1のフレーム
を、図面3の如く組み合わせた構造とし、図面4の様に
コンクリート又はモルタルを充填しコテにて仕上げる。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS One frame having a projecting portion indicated by reference numeral 4 has a combined structure as shown in FIG. 3, and is filled with concrete or mortar as shown in FIG.

【0007】[0007]

【発明の効果】本発明により作業効率の向上とともにフ
レームの強度の向上にもなり、仕事がより奇麗にあが
る。又、鉄筋の使用を省く事が可能である。
According to the present invention, the work efficiency can be improved and the strength of the frame can be improved, so that the work can be more beautifully performed. Further, it is possible to omit the use of the reinforcing bar.

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

【図1】 フレームの正面図FIG. 1 is a front view of a frame.

【図2】 フレームの側面図FIG. 2 is a side view of a frame.

【図3】 フレームの組立図FIG. 3 is an assembly drawing of a frame.

【図4】 コンクリート又はモルタル打設図Fig. 4 Concrete or mortar casting diagram

【符号の説明】[Explanation of symbols]

符号 1 フレーム 2 横方向綱線材 3 縦方向綱線材 4 凸出部 5 コンクリート又はモルタル 6 コンクリート又はモルタル仕上げ面 7 地山法面 Reference numeral 1 frame 2 horizontal rope wire 3 vertical rope wire 4 protrusion 5 concrete or mortar 6 concrete or mortar finish surface 7 ground slope

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】図面の符号2の横方向綱線材および3の縦
方向鋼線材から成る1のフレーム(金網)に3の縦方向
鋼線材を折り曲げて4の凸出部を一箇所以上設ける。
1. A frame (wire mesh) comprising a horizontal rope wire 2 and a vertical steel wire 2 in the drawing is provided with one or more projections 4 by bending three vertical steel wires.
【請求項2】図面3の如く、図面の符号1のフレーム
(金網)を左右2枚又は、左右2枚と上下何れかの1枚
を加えた3枚、又は左右上下4枚を組み合わせて使用す
る。
2. As shown in FIG. 3, a frame (wire mesh) denoted by reference numeral 1 in the drawing is used in combination of two right and left, three left and right two plus one of the upper or lower, or four left, right, upper and lower. I do.
JP2000375219A 2000-11-06 2000-11-06 Frame for placing concrete for preventing landslide in scarp Pending JP2002138485A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000375219A JP2002138485A (en) 2000-11-06 2000-11-06 Frame for placing concrete for preventing landslide in scarp

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000375219A JP2002138485A (en) 2000-11-06 2000-11-06 Frame for placing concrete for preventing landslide in scarp

Publications (1)

Publication Number Publication Date
JP2002138485A true JP2002138485A (en) 2002-05-14

Family

ID=18844259

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000375219A Pending JP2002138485A (en) 2000-11-06 2000-11-06 Frame for placing concrete for preventing landslide in scarp

Country Status (1)

Country Link
JP (1) JP2002138485A (en)

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