EP0278145A1 - Panneau de soutènement - Google Patents

Panneau de soutènement Download PDF

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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Withdrawn
Application number
EP87302333A
Other languages
German (de)
English (en)
Inventor
Kunimitsu Yamada
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.)
Kensetsukiso Engineering Co Ltd
Kensetsu Kiso Engineering Co Ltd
Original Assignee
Kensetsukiso Engineering Co Ltd
Kensetsu Kiso Engineering Co Ltd
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 Kensetsukiso Engineering Co Ltd, Kensetsu Kiso Engineering Co Ltd filed Critical Kensetsukiso Engineering Co Ltd
Publication of EP0278145A1 publication Critical patent/EP0278145A1/fr
Withdrawn legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/0258Retaining or protecting walls characterised by constructional features
    • E02D29/0266Retaining 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)
EP87302333A 1987-02-09 1987-03-18 Panneau de soutènement Withdrawn EP0278145A1 (fr)

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)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

Patent Citations (3)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

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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