JP1735263S - 地中アンカー - Google Patents

地中アンカー

Info

Publication number
JP1735263S
JP1735263S JP2022007010F JP2022007010F JP1735263S JP 1735263 S JP1735263 S JP 1735263S JP 2022007010 F JP2022007010 F JP 2022007010F JP 2022007010 F JP2022007010 F JP 2022007010F JP 1735263 S JP1735263 S JP 1735263S
Authority
JP
Japan
Prior art keywords
anchor
wedge
bar
shaped grooves
underground anchor
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.)
Active
Application number
JP2022007010F
Other languages
English (en)
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 filed Critical
Priority to JP2022007010F priority Critical patent/JP1735263S/ja
Application granted granted Critical
Publication of JP1735263S publication Critical patent/JP1735263S/ja
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

本物品は、補強土壁工法において、壁面パネルの背面に連結して、盛土内に配置する地中アンカーである。本物品は、楔状溝を有する１枚又は複数枚のアンカープレートと、異形棒鋼からなるアンカーバーと、からなり、アンカーバーの節間にアンカープレートの楔状溝を嵌め込み、楔状溝でアンカーバーを挟み込むことで、アンカープレートをアンカーバーに固定している。
JP2022007010F 2022-03-31 2022-03-31 地中アンカー Active JP1735263S (ja)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2022007010F JP1735263S (ja) 2022-03-31 2022-03-31 地中アンカー

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2022007010F JP1735263S (ja) 2022-03-31 2022-03-31 地中アンカー

Publications (1)

Publication Number Publication Date
JP1735263S true JP1735263S (ja) 2023-01-24

Family

ID=84978346

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2022007010F Active JP1735263S (ja) 2022-03-31 2022-03-31 地中アンカー

Country Status (1)

Country Link
JP (1) JP1735263S (ja)

Similar Documents

Publication Publication Date Title
Park et al. Embedded steel column-to-foundation connection for a modular structural system
AR042832A1 (es) Utilizacion de paneles premoldeados parciales para la construccion de paredes y envolventes de hormigon
CN204257101U (zh) 一种隧道教学实验模型
Yao et al. Numerical simulation of a super-long pile group under both vertical and lateral loads
Son Response analysis of nearby structures to tunneling-induced ground movements in sandy soils
JP1735263S (ja) 地中アンカー
MX2022003383A (es) Pilotes de acero de resistencia ultra-alta a la intemperie y cimientos estructurales con resistencia a la flexion.
Tulebekova et al. Nonlinear responses of energy storage pile foundations with fiber reinforced concrete
Seo et al. Pillar-reinforcement technology beneath existing structures: Small-scale model tests
JP1746008S (ja) 地中アンカー
JP2018178641A5 (ja)
JP1764977S (ja) 基礎杭
JP1764976S (ja) 基礎杭
JP1764971S (ja) 基礎杭
JP1764970S (ja) 基礎杭
JP1764917S (ja) 基礎杭
CN216108542U (zh) 一种打入式加筋钢管土钉基坑支护结构
LU et al. Influence of construction and operation of pile foundation of overpass on existing tunnels
CHU et al. Design and computation of deep foundation pit adjacent to shield tunnel of metro
Park et al. Stress-path and stress-mode analyses of a circular-shaped shaft excavated in various in-situ rock stress states
ZHUANG et al. 3D FE analysis of arching in a piled embankment
BaĚant Scaling of failure of beams, frames and plates with softening hinges
Pecník et al. Comparison of various FEM approaches in analysis of passive earth pressures
UEDA et al. Influence of normal stress on the adfreeze interface on adfreeze shear strength of frozen soil
Kabancev et al. Masonry rehabilitation of damaged by explosive dynamic impacts