WO1988003206A1 - Mur de retenue a ancrage autonome pour materiaux granulaires - Google Patents

Mur de retenue a ancrage autonome pour materiaux granulaires Download PDF

Info

Publication number
WO1988003206A1
WO1988003206A1 PCT/DK1987/000135 DK8700135W WO8803206A1 WO 1988003206 A1 WO1988003206 A1 WO 1988003206A1 DK 8700135 W DK8700135 W DK 8700135W WO 8803206 A1 WO8803206 A1 WO 8803206A1
Authority
WO
WIPO (PCT)
Prior art keywords
anchor
wall
retaining wall
self anchoring
granular materials
Prior art date
Application number
PCT/DK1987/000135
Other languages
English (en)
Inventor
Skjold La Cour MØLLER
Original Assignee
Moeller Skjold La Cour
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 Moeller Skjold La Cour filed Critical Moeller Skjold La Cour
Publication of WO1988003206A1 publication Critical patent/WO1988003206A1/fr

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H7/00Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
    • E04H7/22Containers for fluent solids, e.g. silos, bunkers; Supports therefor
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B65CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65GTRANSPORT OR STORAGE DEVICES, e.g. CONVEYORS FOR LOADING OR TIPPING, SHOP CONVEYOR SYSTEMS OR PNEUMATIC TUBE CONVEYORS
    • B65G3/00Storing bulk material or loose, i.e. disorderly, articles
    • B65G3/02Storing bulk material or loose, i.e. disorderly, articles in the open air
    • 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
    • E02D29/0225Retaining or protecting walls comprising retention means in the backfill
    • E02D29/0233Retaining or protecting walls comprising retention means in the backfill the retention means being anchors
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H7/00Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
    • E04H7/22Containers for fluent solids, e.g. silos, bunkers; Supports therefor
    • E04H2007/225Silos with retaining wall type wall elements, e.g. trench silos

Definitions

  • the invention concerns a self anchoring retaining wall for storing granular materials. It can be used as the walls of a bunker - also called a horizontal silo - and as partition.
  • the self anchoring retaining wall consists of anchor and anchor bars.
  • Granular materials stored on floor in barns and other build ⁇ ings are often confined by walls in order to obtain a suit ⁇ able hight of storage and with it a limited use of ground area.
  • the walls are also used to keep different kinds of granular materials apart.
  • Walls which are not outer walls in the storage buildings are usually fixed to foundations or other building parts in order to ensure the stability of the walls.
  • retaining walls which can be attached to and dismantled from fixed mountings are used.
  • the self anchoring retaining wall for storing granular materials according to the invention is peculiar thereby that the retaining capability is attained by connecting the wall to a to the wall belonging anchor which is fixed by the stored material.
  • the self anchoring implies that neither the wall nor the anchor need to be fastened to the floor or ground.
  • the retaining wall is loaded by the stored granular materi- als. There will be pressure and friction forces on the wall. As a result of
  • the anchor by means of the anchor bars prevents the wall from overturning and sliding.
  • the ground must be able to prevent sinking of the wall which normally do not require any separate arrangements. So, the wall is connected to an anchor to the side from which it is going to be loaded. If the wall is to be used as a partition or if it may be loaded from any side, it shall be connected to anchors at both sides.
  • FIG. 1 shows the back view and the side view of the wall
  • figure 2 shows a perspective view of the wall.
  • the self anchoring retaining wall consists of the wall sheet (1) which by means of the anchor bars (3) is fixed to the anchor (2) .
  • the drawing shows a self anchoring retaining wall composed of modules.
  • the anchor may be constructed so that it is continuing unabruptly along the wall. But when the wall is composed of modules it can also be constructed in the way that the breadth of a module of an anchor is less than the breadth of a module of the wall. The height of the anchor then have to be changed accordingly.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mechanical Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

Un mur de retenue à ancrage autonome, pourvu d'un ancrage (2) et de barres d'ancrage (3), sert à stocker des matériaux granulaires. Le matériau granulaire est placé du même côté du mur (1) que l'ancrage, de façon à fixer l'ancrage et retenir le matériau granulaire.
PCT/DK1987/000135 1986-10-31 1987-10-28 Mur de retenue a ancrage autonome pour materiaux granulaires WO1988003206A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DK520786A DK155165C (da) 1986-10-31 1986-10-31 Selvforankrende begraensningsvaeg til loesvarer
DK5207/86 1986-10-31

Publications (1)

Publication Number Publication Date
WO1988003206A1 true WO1988003206A1 (fr) 1988-05-05

Family

ID=8140433

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/DK1987/000135 WO1988003206A1 (fr) 1986-10-31 1987-10-28 Mur de retenue a ancrage autonome pour materiaux granulaires

Country Status (2)

Country Link
DK (1) DK155165C (fr)
WO (1) WO1988003206A1 (fr)

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1073523B (de) * 1960-01-21 Österreichische Metallwerke Aktiengesellschaft, Ranshofen (Österreich) Schutzbau gegen Lawinen, Steinschlag oder Erdrutsch
DE2256984A1 (de) * 1972-11-21 1974-05-22 Hoesch Werke Ag Winkelstuetzwand
CH586800A5 (fr) * 1974-07-01 1977-04-15 Chiaves Carlo
GB1494873A (en) * 1976-03-04 1977-12-14 Boys & Boden Ltd Silage barrier or silage retaining devices
DK139821B (da) * 1969-08-14 1979-04-23 Henri Vidal Beklædning til lodrette frontflader i jordbygningsværker.
GB2056539A (en) * 1979-04-10 1981-03-18 Simpson Ltd J Retaining walls

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1073523B (de) * 1960-01-21 Österreichische Metallwerke Aktiengesellschaft, Ranshofen (Österreich) Schutzbau gegen Lawinen, Steinschlag oder Erdrutsch
DK139821B (da) * 1969-08-14 1979-04-23 Henri Vidal Beklædning til lodrette frontflader i jordbygningsværker.
DE2256984A1 (de) * 1972-11-21 1974-05-22 Hoesch Werke Ag Winkelstuetzwand
CH586800A5 (fr) * 1974-07-01 1977-04-15 Chiaves Carlo
GB1494873A (en) * 1976-03-04 1977-12-14 Boys & Boden Ltd Silage barrier or silage retaining devices
GB2056539A (en) * 1979-04-10 1981-03-18 Simpson Ltd J Retaining walls

Also Published As

Publication number Publication date
DK520786A (da) 1988-05-01
DK520786D0 (da) 1986-10-31
DK155165C (da) 1989-07-03
DK155165B (da) 1989-02-20

Similar Documents

Publication Publication Date Title
US4007568A (en) Foundation for modular buildings
CN109196173B (zh) 用于拱结构的梁连接器
US4583336A (en) Joint of preformed concrete elements
NZ513891A (en) Modular element for crawl spaces and floor structures,and connecting element therefore
US5797224A (en) Prefabricated expandable architecture and method of making
US5964066A (en) Earthquake-proof foundation
AU731399B2 (en) Retaining wall system
CA2372982C (fr) Kit d'elements structurels de construction
US20050066590A1 (en) Prefabricated portable flat pack building
WO1988003206A1 (fr) Mur de retenue a ancrage autonome pour materiaux granulaires
CN211774595U (zh) 一种焊接球网架橡胶支座
US3486282A (en) Silo construction
US4229007A (en) Rim for a mini-golf course
US3522614A (en) Swimming pool structure
CN2314020Y (zh) 预制装配式交叉拱梁壳板仓
US4018015A (en) Trailer anchoring device
US6340273B1 (en) Support structure for wells, production facilities, and drilling rigs
RU216304U1 (ru) Блок подпорной стены
GB1570391A (en) Room unit
US3474588A (en) Open-work assembly and girder therefor
JPH0348269Y2 (fr)
JP4169230B2 (ja) 混練設備
JPH0439868Y2 (fr)
GB2139276A (en) Grain barrier
KR0117630Y1 (ko) 말뚝의 재하시험용 하중상자

Legal Events

Date Code Title Description
AK Designated states

Kind code of ref document: A1

Designated state(s): DE GB SE

REG Reference to national code

Ref country code: DE

Ref legal event code: 8642