JPS55136324A - Embedded inclined plate anchor - Google Patents

Embedded inclined plate anchor

Info

Publication number
JPS55136324A
JPS55136324A JP4263679A JP4263679A JPS55136324A JP S55136324 A JPS55136324 A JP S55136324A JP 4263679 A JP4263679 A JP 4263679A JP 4263679 A JP4263679 A JP 4263679A JP S55136324 A JPS55136324 A JP S55136324A
Authority
JP
Japan
Prior art keywords
coarse grained
back anchor
plate
materials
grained materials
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
JP4263679A
Other languages
Japanese (ja)
Inventor
Kazusumi Miki
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 JP4263679A priority Critical patent/JPS55136324A/en
Publication of JPS55136324A publication Critical patent/JPS55136324A/en
Pending legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (AREA)
  • Revetment (AREA)

Abstract

PURPOSE: To facilitate the construction of a back anchor stay by a method wherein a rigid plate fitted with a tension member is provided, being tilted, on the dug face of slope, coarse grained materials is arranged around the plate and earth is filled back, in the construction of the back anchor stay for the quaywall, revetment and the like.
CONSTITUTION: A rigid plate 1 fitted with a back anchor tension member 3 is provided in a tilted state, by using the dug face of slope, and around the plate are injected coarse grained materials 2 with necessary coefficients of friction and shearing. And further filling-up materials are laid, concrete subslab is cast, reinforcing bars, forms and the like are made up and concrete is cast. After the hardening and form removal being finished, a required quantity of coarse grained materials 2 are injected again, the ordinary earth is filled back and the back anchor stay is constructed.
COPYRIGHT: (C)1980,JPO&Japio
JP4263679A 1979-04-09 1979-04-09 Embedded inclined plate anchor Pending JPS55136324A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4263679A JPS55136324A (en) 1979-04-09 1979-04-09 Embedded inclined plate anchor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4263679A JPS55136324A (en) 1979-04-09 1979-04-09 Embedded inclined plate anchor

Publications (1)

Publication Number Publication Date
JPS55136324A true JPS55136324A (en) 1980-10-24

Family

ID=12641491

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4263679A Pending JPS55136324A (en) 1979-04-09 1979-04-09 Embedded inclined plate anchor

Country Status (1)

Country Link
JP (1) JPS55136324A (en)

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