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CONNECTION STRUCTURE AND CONNECTION METHOD OF REINFORCING MATERIAL
To provide a connection structure and a connection method of a reinforcing material which improves stability of a slope land.SOLUTION: Head portions of adjacent rock bolts 3 (reinforcing materials) are connected with each other by flat bars 10, 11, 20 and 21, and passive tensile force according to deformation of a natural ground is received by all of the rock bolts 3 connected by the flat bars 10, 11, 20 and 21. Thus, deformation of the natural ground and slide of clod are suppressed and stability of a slope land is improved.SELECTED DRAWING: Figure 1
【課題】傾斜地の安定性を向上させた補強材の連結構造および連結方法を提供する。【解決手段】隣接するロックボルト3(補強材)の相互の頭部間がフラットバー10,11,20,21により連結され、地山の変形に伴う受動的な引張力をフラットバー10,11,20,21で連結されたすべてのロックボルト3で受ける。これにより、地山の変形および土塊のすべりを抑止し、傾斜地の安定性を向上させる。【選択図】図1
CONNECTION STRUCTURE AND CONNECTION METHOD OF REINFORCING MATERIAL
To provide a connection structure and a connection method of a reinforcing material which improves stability of a slope land.SOLUTION: Head portions of adjacent rock bolts 3 (reinforcing materials) are connected with each other by flat bars 10, 11, 20 and 21, and passive tensile force according to deformation of a natural ground is received by all of the rock bolts 3 connected by the flat bars 10, 11, 20 and 21. Thus, deformation of the natural ground and slide of clod are suppressed and stability of a slope land is improved.SELECTED DRAWING: Figure 1
【課題】傾斜地の安定性を向上させた補強材の連結構造および連結方法を提供する。【解決手段】隣接するロックボルト3(補強材)の相互の頭部間がフラットバー10,11,20,21により連結され、地山の変形に伴う受動的な引張力をフラットバー10,11,20,21で連結されたすべてのロックボルト3で受ける。これにより、地山の変形および土塊のすべりを抑止し、傾斜地の安定性を向上させる。【選択図】図1
CONNECTION STRUCTURE AND CONNECTION METHOD OF REINFORCING MATERIAL
補強材の連結構造および連結方法
KUTSUZAWA TAKESHI (Autor:in) / KOTAKE NOZOMI (Autor:in)
06.12.2018
Patent
Elektronische Ressource
Japanisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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