A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
CONSTRUCTION METHOD OF WATER-PERMEABLE WALL FOR REINFORCING SLOPED FACE
To provide a construction method of a water-permeable wall for reinforcing a sloped face capable of carrying out a reinforcing construction of the sloped face easily at low cost.SOLUTION: A wall front side formwork panel 2a is installed at a position separated from a lower end of a natural ground 1 to be reinforced so that its formwork face becomes substantially vertical. Freshly mixed porous concrete is filled into a filling space S formed by the wall front side formwork panel 2a, a gable side formwork panel 2b and the natural ground 1. The freshly mixed porous concrete is cured in the filling space S. Thus, porous concrete wall portions W1 (W2,W3) constituting a water-permeable wall W are formed.SELECTED DRAWING: Figure 2
【課題】法面の補強施工を容易かつ安価に行える法面補強用透水壁の構築方法を提供することを目的としている。【解決手段】補強される地山１の下端から離れた位置に壁正面側型枠パネル２ａをその型面がほぼ垂直となるように設置し、壁正面側型枠パネル２ａと、妻側型枠パネル２ｂと、地山１とによって形成される充填空間Ｓに生ポーラスコンクリートを充填し、充填空間Ｓ内で前記生ポーラスコンクリートを硬化させて、透水壁Ｗを構成するポーラスコンクリート壁部Ｗ１（Ｗ２，Ｗ３）を形成するようにした。【選択図】 図２
CONSTRUCTION METHOD OF WATER-PERMEABLE WALL FOR REINFORCING SLOPED FACE
To provide a construction method of a water-permeable wall for reinforcing a sloped face capable of carrying out a reinforcing construction of the sloped face easily at low cost.SOLUTION: A wall front side formwork panel 2a is installed at a position separated from a lower end of a natural ground 1 to be reinforced so that its formwork face becomes substantially vertical. Freshly mixed porous concrete is filled into a filling space S formed by the wall front side formwork panel 2a, a gable side formwork panel 2b and the natural ground 1. The freshly mixed porous concrete is cured in the filling space S. Thus, porous concrete wall portions W1 (W2,W3) constituting a water-permeable wall W are formed.SELECTED DRAWING: Figure 2
【課題】法面の補強施工を容易かつ安価に行える法面補強用透水壁の構築方法を提供することを目的としている。【解決手段】補強される地山１の下端から離れた位置に壁正面側型枠パネル２ａをその型面がほぼ垂直となるように設置し、壁正面側型枠パネル２ａと、妻側型枠パネル２ｂと、地山１とによって形成される充填空間Ｓに生ポーラスコンクリートを充填し、充填空間Ｓ内で前記生ポーラスコンクリートを硬化させて、透水壁Ｗを構成するポーラスコンクリート壁部Ｗ１（Ｗ２，Ｗ３）を形成するようにした。【選択図】 図２
CONSTRUCTION METHOD OF WATER-PERMEABLE WALL FOR REINFORCING SLOPED FACE
法面補強用透水壁の構築方法
NAKAGAWA TAKESHI (author)
2020-07-02
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
SLOPED FACE CONSTRUCTION DEVICE, AND SLOPED FACE CONSTRUCTION METHOD USING THE SAME
| European Patent Office | 2021
SLOPED FACE MONITORING SYSTEM AND SLOPED FACE MONITORING METHOD
| European Patent Office | 2019
SLOPED FACE REINFORCEMENT STRUCTURE, AND SLOPED FACE REINFORCEMENT METHOD
| European Patent Office | 2020
Device for reinforcing sloped ground and method of reinforcing sloped ground by using the same
| European Patent Office | 2023