JPS60168826A - Construction of retaining wall - Google Patents

Construction of retaining wall

Info

Publication number
JPS60168826A
JPS60168826A JP2381784A JP2381784A JPS60168826A JP S60168826 A JPS60168826 A JP S60168826A JP 2381784 A JP2381784 A JP 2381784A JP 2381784 A JP2381784 A JP 2381784A JP S60168826 A JPS60168826 A JP S60168826A
Authority
JP
Japan
Prior art keywords
cut
reinforcing bars
concrete slab
reinforcement
retaining
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.)
Withdrawn
Application number
JP2381784A
Other languages
Japanese (ja)
Other versions
JPH0154492B2 (en
Inventor
Masayuki Kurose
Original Assignee
K M Kikaku Kk
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 K M Kikaku Kk filed Critical K M Kikaku Kk
Priority to JP2381784A priority Critical patent/JPH0154492B2/ja
Publication of JPS60168826A publication Critical patent/JPS60168826A/en
Publication of JPH0154492B2 publication Critical patent/JPH0154492B2/ja
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines

Abstract

PURPOSE:To enlarge the inclined angle of a retaining wall by permitting the use of a thin concrete slab by a method in which a reinforcement is inserted into the cut soil face, reinforcing bars are pierced through the back of the concrete slab, and the top of the reinforcement and the reinforcing bars are tensed by a turnbuckle. CONSTITUTION:Plural reinforcements 11 are inserted in almost parallel into the cut face of the natural ground 10, and only the top 12 of the reinforcements 11 is exposed from the cut face. Reinforcing bars 13 are pierced through holes provided in the back of an rectangular concrete slab 15, and the slab 15 is attached to the cut face. The top 12 of each reinforcement 11 is connected with the reinforcing bars 13, and they are tensed by a turnbuckle 14. Cement mortar 17 is then packed into the space between the cut soil face and the concrete slab 15.
JP2381784A 1984-02-09 1984-02-09 Expired JPH0154492B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2381784A JPH0154492B2 (en) 1984-02-09 1984-02-09

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2381784A JPH0154492B2 (en) 1984-02-09 1984-02-09

Publications (2)

Publication Number Publication Date
JPS60168826A true JPS60168826A (en) 1985-09-02
JPH0154492B2 JPH0154492B2 (en) 1989-11-20

Family

ID=12120899

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2381784A Expired JPH0154492B2 (en) 1984-02-09 1984-02-09

Country Status (1)

Country Link
JP (1) JPH0154492B2 (en)

Also Published As

Publication number Publication date
JPH0154492B2 (en) 1989-11-20

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Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees