EP0278145A1 - Panneau de soutènement - Google Patents
Panneau de soutènement Download PDFInfo
- Publication number
- EP0278145A1 EP0278145A1 EP87302333A EP87302333A EP0278145A1 EP 0278145 A1 EP0278145 A1 EP 0278145A1 EP 87302333 A EP87302333 A EP 87302333A EP 87302333 A EP87302333 A EP 87302333A EP 0278145 A1 EP0278145 A1 EP 0278145A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- arch portion
- retaining
- panel
- retaining panel
- wall
- 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- Withdrawn
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0258—Retaining or protecting walls characterised by constructional features
- E02D29/0266—Retaining or protecting walls characterised by constructional features made up of preformed elements
Definitions
- This invention relates to a retaining panel for preventing collapse or movement of ground, e.g. having a slope or the like, and more particularly to such a retaining panel having an arch-type construction.
- the present inventor has previously disclosed various inventions relating to a retaining panel having an arch-type construction.
- the inventor has already described how the arch-type construction has certain advantages, not only in tunnel construction but also for retaining panels.
- a retaining panel in which a PC steel member b is chordally stretched across an arcuate arch portion a to give prestress force thereto, and wherein the displacement of the arch portion a due to earth pressure is prevented or reduced by the prestress force, thereby to reduce the occurrence of cracks so that such a panel can bear large earth pressure.
- a single PC steel member extends through a plurality of panels to be integrally fixed thereto and that prestress force is given at one time and as a whole.
- problems are encountered in such invention. For example, when the vertical positions of the panels are even a little displaced, as shown in Fig. 12, it is very difficult to provide the prestress force by extending the PC steel member through the panels.
- similar problems are encountered when the panels are disposed on a curve.
- the retaining panel comprises an arcuate arch portion, a horizontal wall provided inside the arch portion and a reinforcing portion chordally stretched to the arch portion at a right angle with respect to the wall.
- a rack portion is defined by the arch portion, the wall and the reinforcing portion.
- the reinforcing portion has a plurality of reinforcements disposed chordally to the arch portion.
- the reinforcements bear tensile force to prevent the arch portion of the panel from displacement.
- the reinforcements will suffice so long as they are disposed and high degree of technique is not required.
- the retaining panel according to the present invention comprises an arcuate arch portion having a reinforcing portion in which the reinforcements are disposed. Therefore, the following effects can be obtained:
- reference symbol A designates a retaining panel according to the present invention and reference numeral 1 an arcuate arch portion.
- the arch portion 1 is formed on both left and right ends with prismatic support portions 2,2 and on the inside with a horizontal bottom wall 3.
- a reinforcing portion 4 is stretched chordally across the arch portion 1 at a right angle with respect to the bottom wall 3.
- a rack portion 5 providing a groove-like space is formed by the arch portion 1, bottom wall 3 and reinforcing portion 4.
- said reinforcing portion 4 are disposed a plurality of reinforcements 6 stretched chordally to the arch portion 1 and spaced horizontally from each other. Both left and right ends of the reinforcements 6 are bent in the form of a hook in the support portions 2,2 without staggering in the support portions 2,2.
- the reinforcements 6 may be provided with end mounting nuts instead of having their ends bent.
- reference numerals 7,8 designate drip holes. Also, a positioning member 9 a projects intermediate the left and right upper surface of the arch portion 1, and a hole 9 b is provided in the lower surface.
- the anchor 10 comprises a steel anchor member 12 extending through a sheath 11.
- the sheath 11 is made of synthetic resin or the like and has a plurality of large width expanded portions 13.
- the width w of the expanded portion 13 is 3 to 10 times the height.
- the sheath 11 is packed with grout materials.
- This anchor 10 is embedded in a backing or infill 15 and the retaining panel A is fixed by a nut 14.
- the backings 15 are sequentially stacked on the anchors 10 and then the anchors 10 are provided on the backings to fix the retaining panel A . Operations noted above are repeated for fixing the retaining panels (Fig. 8).
- the rack portion 2 is packed with earth and sand to permit planting so that the external appearance is improved and the environment can be beautified.
- the mechanical strength of the retaining panel A may be improved to prevent or minimise the occurrence of cracks.
- the reinforcing portion 4 in which the reinforcements 6 are disposed enables the panel A to be used for a high mechanical strength and durability panel since the reinforcements 6 bear the tensile force acting on the panel A .
- it may be used for a panel A having the beautiful external appearance.
- Fig. 3 shows the large reinforcing portion 4 formed above and below the bottom wall 3.
- Figs. 4 and 5 show the rack portion 5 formed on the lower end of the retaining panel A .
- the present invention may be used for constructing a retaining wall to prevent a slope from collapse in the civil engineering field and further embodied in the production field of concrete products manufactured in factories.
Landscapes
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Retaining Walls (AREA)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP27967/87 | 1987-02-09 | ||
JP62027967A JPS63197721A (ja) | 1987-02-09 | 1987-02-09 | 土留パネル |
Publications (1)
Publication Number | Publication Date |
---|---|
EP0278145A1 true EP0278145A1 (fr) | 1988-08-17 |
Family
ID=12235660
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP87302333A Withdrawn EP0278145A1 (fr) | 1987-02-09 | 1987-03-18 | Panneau de soutènement |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP0278145A1 (fr) |
JP (1) | JPS63197721A (fr) |
KR (1) | KR910002890B1 (fr) |
AU (1) | AU591024B2 (fr) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2002079580A1 (fr) * | 2001-03-29 | 2002-10-10 | Kortex 90, A.S. | Elements de barriere resistant aux hautes pressions et leur application |
WO2002086243A1 (fr) * | 2001-04-25 | 2002-10-31 | Aleksandr Alekseevich Fomenkov | Palplanche et procede de fabrication (et variantes) |
CN117306565A (zh) * | 2023-11-28 | 2023-12-29 | 广州番禺职业技术学院 | 一种边坡的支护装置及方法 |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AU629352B2 (en) * | 1989-07-06 | 1992-10-01 | Derek John Olsen | Building block |
AU667458B2 (en) * | 1990-09-17 | 1996-03-28 | Andrew Reid Nominees Pty. Ltd. | Retaining wall |
KR100748550B1 (ko) * | 2004-08-26 | 2007-08-10 | 조수원 | 흙막이판 |
CN105862912B (zh) * | 2016-04-18 | 2018-01-09 | 中冶建工集团有限公司 | 一种混凝土抗滑桩护壁施工方法 |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3922864A (en) * | 1974-02-25 | 1975-12-02 | Hilfiker Pipe Co | Stringer for retaining wall construction |
GB2157737A (en) * | 1984-04-19 | 1985-10-30 | Audrey Jane Ryder | Bricks and plant holder |
JPS61266735A (ja) * | 1985-05-17 | 1986-11-26 | Kensetsu Kiso Eng Kk | 土留パネル |
-
1987
- 1987-02-09 JP JP62027967A patent/JPS63197721A/ja active Granted
- 1987-03-18 EP EP87302333A patent/EP0278145A1/fr not_active Withdrawn
- 1987-11-12 KR KR1019870012725A patent/KR910002890B1/ko not_active IP Right Cessation
-
1988
- 1988-02-03 AU AU11248/88A patent/AU591024B2/en not_active Ceased
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3922864A (en) * | 1974-02-25 | 1975-12-02 | Hilfiker Pipe Co | Stringer for retaining wall construction |
GB2157737A (en) * | 1984-04-19 | 1985-10-30 | Audrey Jane Ryder | Bricks and plant holder |
JPS61266735A (ja) * | 1985-05-17 | 1986-11-26 | Kensetsu Kiso Eng Kk | 土留パネル |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2002079580A1 (fr) * | 2001-03-29 | 2002-10-10 | Kortex 90, A.S. | Elements de barriere resistant aux hautes pressions et leur application |
WO2002086243A1 (fr) * | 2001-04-25 | 2002-10-31 | Aleksandr Alekseevich Fomenkov | Palplanche et procede de fabrication (et variantes) |
CN117306565A (zh) * | 2023-11-28 | 2023-12-29 | 广州番禺职业技术学院 | 一种边坡的支护装置及方法 |
CN117306565B (zh) * | 2023-11-28 | 2024-03-29 | 广州番禺职业技术学院 | 一种边坡的支护装置及方法 |
Also Published As
Publication number | Publication date |
---|---|
AU1124888A (en) | 1988-08-11 |
KR910002890B1 (ko) | 1991-05-09 |
JPH0453203B2 (fr) | 1992-08-26 |
KR880010201A (ko) | 1988-10-07 |
AU591024B2 (en) | 1989-11-23 |
JPS63197721A (ja) | 1988-08-16 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AT BE CH DE ES FR GB GR IT LI LU NL SE |
|
RBV | Designated contracting states (corrected) |
Designated state(s): AT CH DE ES FR GB IT LI |
|
17P | Request for examination filed |
Effective date: 19880929 |
|
17Q | First examination report despatched |
Effective date: 19891201 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN |
|
18D | Application deemed to be withdrawn |
Effective date: 19901005 |
|
RIN1 | Information on inventor provided before grant (corrected) |
Inventor name: YAMADA,KUNIMITSU |