JPS55132816A - Slope protection work and method therefor - Google Patents

Slope protection work and method therefor

Info

Publication number
JPS55132816A
JPS55132816A JP4037779A JP4037779A JPS55132816A JP S55132816 A JPS55132816 A JP S55132816A JP 4037779 A JP4037779 A JP 4037779A JP 4037779 A JP4037779 A JP 4037779A JP S55132816 A JPS55132816 A JP S55132816A
Authority
JP
Japan
Prior art keywords
concrete
method therefor
slope protection
protection work
ledges
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
JP4037779A
Other languages
Japanese (ja)
Inventor
Takaaki Shimauchi
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 JP4037779A priority Critical patent/JPS55132816A/en
Publication of JPS55132816A publication Critical patent/JPS55132816A/en
Pending legal-status Critical Current

Links

Landscapes

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

Abstract

PURPOSE: To perform slope protection work and obtain the method therefor not requiring any skill but requiring simple technique and only one depositing of concrete.
CONSTITUTION: A grid frame 6 is formed by connecting the ledges composed of wave-formed steel plates 8 as reinforcement materials in the vertical and horizontal directions, while a joining material 7 formed by extending four connecting pieces 10 positioned at the right angle to each other from the central axis is employed at the intersecting point of the ledges. On to the structure thus prepared is deposited only once the concrete 5 to the required thickness. In addition, in order to provide suitable roughness and a function to stop slippage, pressure blocks 4 are provided in a projecting manner at the intersecting point of the above grid frame, while the concrete 5 is deposited to make the head of the pressure block project.
COPYRIGHT: (C)1980,JPO&Japio
JP4037779A 1979-04-05 1979-04-05 Slope protection work and method therefor Pending JPS55132816A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4037779A JPS55132816A (en) 1979-04-05 1979-04-05 Slope protection work and method therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4037779A JPS55132816A (en) 1979-04-05 1979-04-05 Slope protection work and method therefor

Publications (1)

Publication Number Publication Date
JPS55132816A true JPS55132816A (en) 1980-10-16

Family

ID=12578947

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4037779A Pending JPS55132816A (en) 1979-04-05 1979-04-05 Slope protection work and method therefor

Country Status (1)

Country Link
JP (1) JPS55132816A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103352469A (en) * 2013-07-08 2013-10-16 天津大学 Construction method and construction structure for oversized cross-section slope cushion layer
CN104563497A (en) * 2014-12-31 2015-04-29 上海市机械施工集团有限公司 Novel beam slab supported construction method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103352469A (en) * 2013-07-08 2013-10-16 天津大学 Construction method and construction structure for oversized cross-section slope cushion layer
CN103352469B (en) * 2013-07-08 2015-08-19 天津大学 A kind ofly to break the construction method of cross-section slope cushion layer and structure for super large
CN104563497A (en) * 2014-12-31 2015-04-29 上海市机械施工集团有限公司 Novel beam slab supported construction method
CN104563497B (en) * 2014-12-31 2016-10-19 上海市机械施工集团有限公司 One has beam-slab bracing system construction method

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