JPS5681724A - Construction method of retaining wall - Google Patents
Construction method of retaining wallInfo
- Publication number
- JPS5681724A JPS5681724A JP15885479A JP15885479A JPS5681724A JP S5681724 A JPS5681724 A JP S5681724A JP 15885479 A JP15885479 A JP 15885479A JP 15885479 A JP15885479 A JP 15885479A JP S5681724 A JPS5681724 A JP S5681724A
- Authority
- JP
- Japan
- Prior art keywords
- retaining wall
- parts
- vertical
- grid work
- ground
- 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
Links
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
PURPOSE: To perform a saving of a material quantity and an energy saving in operarations by a method wherein when two or more girders are arranged against a cut ground plane of precipice in a grid work type in order to construct a retaining wall, only girders to be used as a vertical member are directly or indirectly anchored in the ground.
CONSTITUTION: A girder wherein a steel pipe 1 is made a central member and the outer periphery except both end required widths a, b is thickened with a concrete 2 is made a vertical member A or a horizontal member B, and a grid work wall body is arranged in front of a ground cut precipice plane. At this time, the center member corresponding parts a, b of each of upper and lower vertical members A, A'... are inserted in the intermediate coupling rings and together with this, an anchor steel rod is inserted into a boring hole 7 through a small gap 4 and further, cement milk is poured to form an anchor 5. Next thereto, between vertical members A and A', the center member end parts a', b' of both horizontal members B, B' are contacted with the receiving parts 6, 6' protruding from the both sides of a ring coupling each vertical member. These both parts are made a one unit subdivision of a grid work type retaining wall and this subdivision is coupled in the upper, lower direction and the right, left direction to easily construct a retaining wall for a required area.
COPYRIGHT: (C)1981,JPO&Japio
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15885479A JPS5681724A (en) | 1979-12-06 | 1979-12-06 | Construction method of retaining wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15885479A JPS5681724A (en) | 1979-12-06 | 1979-12-06 | Construction method of retaining wall |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS5681724A true JPS5681724A (en) | 1981-07-04 |
Family
ID=15680850
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP15885479A Pending JPS5681724A (en) | 1979-12-06 | 1979-12-06 | Construction method of retaining wall |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5681724A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3132477A1 (en) * | 1981-08-17 | 1983-04-14 | Lajos 1085 Budapest Siegriszt | Latticework containing prefabricated beams |
JPS58113421A (en) * | 1981-12-26 | 1983-07-06 | Tokyo Seikou Kk | Slope protection work |
JP2003096785A (en) * | 2001-09-21 | 2003-04-03 | Okabe Co Ltd | Frame structure for slope |
CN105862871A (en) * | 2016-03-31 | 2016-08-17 | 浙江大学宁波理工学院 | Prestressing anchor body assembly type frame hoop slope protection device and construction method |
-
1979
- 1979-12-06 JP JP15885479A patent/JPS5681724A/en active Pending
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3132477A1 (en) * | 1981-08-17 | 1983-04-14 | Lajos 1085 Budapest Siegriszt | Latticework containing prefabricated beams |
JPS58113421A (en) * | 1981-12-26 | 1983-07-06 | Tokyo Seikou Kk | Slope protection work |
JP2003096785A (en) * | 2001-09-21 | 2003-04-03 | Okabe Co Ltd | Frame structure for slope |
CN105862871A (en) * | 2016-03-31 | 2016-08-17 | 浙江大学宁波理工学院 | Prestressing anchor body assembly type frame hoop slope protection device and construction method |
CN105862871B (en) * | 2016-03-31 | 2018-03-06 | 浙江大学宁波理工学院 | Pre-applied force anchoring body assembly type frame hoop slope protection device and construction method |
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