JPS5595723A - Earth retaining method utilizing angle bar and angle bar therefor - Google Patents

Earth retaining method utilizing angle bar and angle bar therefor

Info

Publication number
JPS5595723A
JPS5595723A JP242579A JP242579A JPS5595723A JP S5595723 A JPS5595723 A JP S5595723A JP 242579 A JP242579 A JP 242579A JP 242579 A JP242579 A JP 242579A JP S5595723 A JPS5595723 A JP S5595723A
Authority
JP
Japan
Prior art keywords
angle bar
rib
bars
cuts
earth 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.)
Pending
Application number
JP242579A
Other languages
Japanese (ja)
Inventor
Sohei Suzuki
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.)
TENRYU GIKEN KK
Original Assignee
TENRYU GIKEN 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 TENRYU GIKEN KK filed Critical TENRYU GIKEN KK
Priority to JP242579A priority Critical patent/JPS5595723A/en
Publication of JPS5595723A publication Critical patent/JPS5595723A/en
Pending legal-status Critical Current

Links

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

PURPOSE: To provide easy and low-cost framework composition and earth retaining work by a method wherein channel bars are utilized together with angle bars each of which is produced by forming the vertical rib on the angle bar with pairs of cuts at regular intervals and bend down the vertical portion of the cuts.
CONSTITUTION: An angle bar 5 having a vertical rib 1 and a horizontal rib 2 is formed in the rib 1 with pairs of cuts at regular intervals, and the portion of each pair of cuts is bent down by 180° through the opposite side of the rib 2 to form an anchor piece 4. A plurality of angle bars 5 provided with the anchor pieces 4 are arranged askew on a slope face 6 in parallel with each other. Open-top channel bars 10 with ribs 8 and 9 lower than the vertical rib 1 of the bar 5 are each placed on each aligned set of the piece 4 of the angle bar group. After the bottom members 11 of the channel bars 10 and the horizontal ribs 2 of the bars 5 are fixed by fixing means 12 such as bolts, soil 14 is filled on the slope face 6 until it is substantially level with the ribs 8 and 9, to complete earth retaining work.
COPYRIGHT: (C)1980,JPO&Japio
JP242579A 1979-01-11 1979-01-11 Earth retaining method utilizing angle bar and angle bar therefor Pending JPS5595723A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP242579A JPS5595723A (en) 1979-01-11 1979-01-11 Earth retaining method utilizing angle bar and angle bar therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP242579A JPS5595723A (en) 1979-01-11 1979-01-11 Earth retaining method utilizing angle bar and angle bar therefor

Publications (1)

Publication Number Publication Date
JPS5595723A true JPS5595723A (en) 1980-07-21

Family

ID=11528892

Family Applications (1)

Application Number Title Priority Date Filing Date
JP242579A Pending JPS5595723A (en) 1979-01-11 1979-01-11 Earth retaining method utilizing angle bar and angle bar therefor

Country Status (1)

Country Link
JP (1) JPS5595723A (en)

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