WO2005024140A1 - Mountable reinforced concrete support wall with fundament foot of changeable width - Google Patents

Mountable reinforced concrete support wall with fundament foot of changeable width Download PDF

Info

Publication number
WO2005024140A1
WO2005024140A1 PCT/SI2004/000030 SI2004000030W WO2005024140A1 WO 2005024140 A1 WO2005024140 A1 WO 2005024140A1 SI 2004000030 W SI2004000030 W SI 2004000030W WO 2005024140 A1 WO2005024140 A1 WO 2005024140A1
Authority
WO
WIPO (PCT)
Prior art keywords
fundament
plate
hind
foot
additional
Prior art date
Application number
PCT/SI2004/000030
Other languages
French (fr)
Inventor
Jan Fabijan
Original Assignee
Jan Fabijan
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 Jan Fabijan filed Critical Jan Fabijan
Publication of WO2005024140A1 publication Critical patent/WO2005024140A1/en

Links

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
    • E02D29/0258Retaining or protecting walls characterised by constructional features
    • E02D29/0266Retaining or protecting walls characterised by constructional features made up of preformed elements

Definitions

  • the reinforced concrete support wall with fundament foot of changeable width pertains to the construction support i.e. rest walls.
  • reinforced concrete support walls can be fully burdened only after the concrete has attained the prescribed firmness and does not enable simultaneous adjustment of the width of the fundament foot with regard to soil characteristics in the grounds of the hind soil rise.
  • the invention solves the following problems: it shortens the construction time, as carpenter's concrete worker's and ironer's works are not necessary, except for works of pre-stressing of ribs for injecting, construction is independent of external temperatures, enabling construction of elements outside the construction season, owing to industrial mode of production, the quality of elements is better and quality control is facilitated, enabling simulataneous support of rising soil, as all elements may be used again, during construction it is possible to adjust the width of the fundament foot, woith regard to physical characteristics of the soil in the hind rise and in the fundament soil.
  • I is composed of: fundament foot 1, pressure plate, 2, pict. 7, additional pressure plate 3, pict. 7, hind plate 4, pict. 6, additional hind plate 5, pict. 6, basic element 6, angular element 7, square 8, reinforcement ribs 9 and mountable cylinder 12.
  • the fundament foot 1, pict. 5 and pict. 8 has the following components: bearing of the pressure and of the additional pressure plate 10, bearing of the hind and additional hind plate
  • the basic element 6, pict. 3 and the angular element of the wall 7, pict. 4 is composed of the: facet 15, lower lying part of rib 16, higher lying part of rib 17, reinforcement channel of rib 18, mountable bearing 19.
  • Square 8, pict.2 has a rib reinforcement bearing 18 and a mountable bearing 19.
  • the invention is applied by all elements being dimensioned in the mode known at the present state of engineering and on the basis of these computations elements are produced in an industrial plant for the production of pre-fabricated elements.
  • the load capacity of each element must be indicated.
  • pressure plates 2 At the preparation of fundamental soil in the way which is known at the present state of engineering, we put pressure plates 2 at the ground soil and, if needed, additional pressure plates 3 at distances enabling, to put down elements fundament feet 1.
  • the bearing og the pressure and additional pressure plate 10 must lye at the pressure plate 2 and additional pressure plate 3.
  • To the bearing of the hind and additional hind plate 11 we put the hind plate 4 and, if needed, the additional hinter plate 5.
  • Pict. 8 indicates the implementation of the mountable bearing 18 with round-form tooth, which enables also laying down elements in in curve position.
  • Reinforced concrete mountable support wall with fundament foot of changeable width may also be anchored into the hind rising soil by anchors 21, by the mode known at the present state of engineering.
  • An element intended for anchoring must have an elaborated bearing of the anchoring head.

Abstract

Reinforced concrete mountable support wall with fundament foot of changeable width is intended for permanent or temporary support of raising soils and it is composed of: fundament foot (1), pressure plate (2), additional pressure plate (3), hind plate (4), additional hind plate (5), basic element (6), angular element (7), square (8) and reinforcement ribs (9). We lay down pressure plates (2) upon fundament grounds and, if needed, additional pressure plates (3), at distances enabling laying down elements of fundament foot (1) among them. Upon the bearing of the hind plate and additional hind plate (11), we lay down the hind plate (4) and, if needed, as to physical characteristics of the soil an additional hind plate (5). When we achieve the wished height of the wall, we insert reinforcement and pre-stress it.

Description

MOUNTABLE REINFORCED CONCRETE SUPPORT WALL WITH FUNDAMENT FOOT OF CHANGEABLE WIDTH
DESCRIPTION OF INVENTION
Subject of the invention
The subject of the invention, the reinforced concrete support wall with fundament foot of changeable width pertains to the construction support i.e. rest walls.
Description of technical problem
The technical problems being solved by the invention, are the following: reinforced concrete support walls can be fully burdened only after the concrete has attained the prescribed firmness and does not enable simultaneous adjustment of the width of the fundament foot with regard to soil characteristics in the grounds of the hind soil rise.
State of teh art
The thus far known solution of the construction of reinforced concrete support walls is by their implmentation on the very site. The drawbacks are: dependence on construction as to metereological conditions, panelling and depanelling is necessary, as well as building in of reinforcement at the site, the quality of the reinforcement and of the concrete built is questionable, thus control over these works is necessary, the time of concrete solidification is lenghty, the implementation - in the time when the construction material industry is fully busy, due to lengthy implementation, brings about a greater chance of slip of the rising ground dig out, in case of different characteristics of land in the fundament soil and in the soil behind, as was found by investigations and a pre-project of the wall, is necessary, or a rehabilitation of the fundament soil is necessary. The solutions thus far do not enable temporary support of the rising land. Owing to questionable achievement of water permeability of concrete, it is necessary to protect the reinforcement in the concrete by hydro-isolation. Description of new invention
The invention solves the following problems: it shortens the construction time, as carpenter's concrete worker's and ironer's works are not necessary, except for works of pre-stressing of ribs for injecting, construction is independent of external temperatures, enabling construction of elements outside the construction season, owing to industrial mode of production, the quality of elements is better and quality control is facilitated, enabling simulataneous support of rising soil, as all elements may be used again, during construction it is possible to adjust the width of the fundament foot, woith regard to physical characteristics of the soil in the hind rise and in the fundament soil.
Owing to optimal conditions for concrete implementation and the achievement of water permeability of concrete, it is not necessary to implement hydro-isolation owing to protection reinforcement.
Reinforced concrete mountable support wall with fundament foot of changeable width, pict.
I, is composed of: fundament foot 1, pressure plate, 2, pict. 7, additional pressure plate 3, pict. 7, hind plate 4, pict. 6, additional hind plate 5, pict. 6, basic element 6, angular element 7, square 8, reinforcement ribs 9 and mountable cylinder 12.
The fundament foot 1, pict. 5 and pict. 8 has the following components: bearing of the pressure and of the additional pressure plate 10, bearing of the hind and additional hind plate
II, bearing for anchoring reinforcement ribs 13, and bearings of ribs 14.
The basic element 6, pict. 3 and the angular element of the wall 7, pict. 4 is composed of the: facet 15, lower lying part of rib 16, higher lying part of rib 17, reinforcement channel of rib 18, mountable bearing 19.
Square 8, pict.2 has a rib reinforcement bearing 18 and a mountable bearing 19.
The invention is applied by all elements being dimensioned in the mode known at the present state of engineering and on the basis of these computations elements are produced in an industrial plant for the production of pre-fabricated elements. The load capacity of each element must be indicated. At the preparation of fundamental soil in the way which is known at the present state of engineering, we put pressure plates 2 at the ground soil and, if needed, additional pressure plates 3 at distances enabling, to put down elements fundament feet 1. The bearing og the pressure and additional pressure plate 10 must lye at the pressure plate 2 and additional pressure plate 3. To the bearing of the hind and additional hind plate 11 we put the hind plate 4 and, if needed, the additional hinter plate 5. After laying down five fundaments 1, we begin to arrange by layers basic elements 6 upon rib bearings 14, and, if needed, anglular elements 7. At both ends of the wall, we insert square 8, below below higher lying parts of 16. After laying down the last row of basic elements 6 and of the angular element 7, we reinforce ribs, by inserting reinforcement from wire for stressing, into the reinforcement channel of rib 18, anchoring it into the bearing for anchorage of reinforcement of rib 13 and we strain it in the mode known according to the present state of engineering. We may also use ribbed or different reinforcement known by the present state of engineering. We protect the strengthening in reinforcement channels of tib 18 by injection mass in the mode and with materials, which are known by the present state of engineering. In case we have built into the mounting bearings 19 a mountable cylinder 12 of steel pipes or sticks, we also need to inject into these bearings as to preventing corrrosion.
Pict. 8 indicates the implementation of the mountable bearing 18 with round-form tooth, which enables also laying down elements in in curve position.
At temporary support of rising soil injecting for protection reinforcement as to corrosion is not necessary.
After the end of construction of mountable reinforced concrete wall with changeable fundament foot, we fill the hind position with soil material in the way known by the present state of engineering.
Rectilineally, we carry out the support wall by the use of pressure plates 2, additional pressure plates 3, hind plates 4 and additional hind plates 5, with rectangular forms at curve we use trapesoid-form plates 2-5. We lay down along the fundament foot 1 and the oblique fundament foot 20 at horizontal plane or at inclination. In case of a greater longitudinal inclination of terrain, it is necessary to conclude the fundament by steps and lay the following fundament feet 1 or oblique fundament feet 20 and to continue with the implementation of the wall. By the application of additional pressure plates 2 and additional hind plates 3, we raise the resistence and overtrun moment and thus the resultant inclination it falls into the nucleus of the intersection and that straining tensions do not appear in the fundament ground.
In case the computation indicates instability of the wall as to slip we apply oblique fundament feet 20, pict. 9 or another mode known to present state of engineering.
Reinforced concrete mountable support wall with fundament foot of changeable width may also be anchored into the hind rising soil by anchors 21, by the mode known at the present state of engineering. An element intended for anchoring must have an elaborated bearing of the anchoring head.

Claims

PATENT CLAIM
1. Mountable reinforced concrete support wall with fundament foot of changeable width (picture 1) is characteristic, as to stress, caused by active soil pressure, being transferred - with mountable elements (6, 7, 8, 9), parts of which (8, 16, 17) , by mounting, compose a rib, which is pre-stressed - upon ground soil by way of a fundament foot (1), pressure plate (2), hind plate (4) and as to the magnitude of the pressure also, if needed, by additional pressure plate (3) and additional hind plate (4)
PCT/SI2004/000030 2003-09-10 2004-09-09 Mountable reinforced concrete support wall with fundament foot of changeable width WO2005024140A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
SI200300228A SI21619A (en) 2003-09-10 2003-09-10 Prefabricated reinforced concrete wall with foundation toe of variable width
SIP-200300228 2003-09-10

Publications (1)

Publication Number Publication Date
WO2005024140A1 true WO2005024140A1 (en) 2005-03-17

Family

ID=34271327

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/SI2004/000030 WO2005024140A1 (en) 2003-09-10 2004-09-09 Mountable reinforced concrete support wall with fundament foot of changeable width

Country Status (2)

Country Link
SI (1) SI21619A (en)
WO (1) WO2005024140A1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103352477A (en) * 2013-07-12 2013-10-16 青岛理工大学 Vertical pres-stressed anchor rod gravity-type composite retaining wall and method for designing and constructing retaining wall
CN104805863A (en) * 2015-04-24 2015-07-29 东北大学 Novel combinable assembly type slope retaining wall structure and construction method thereof

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4068482A (en) * 1976-08-02 1978-01-17 Hilfiker Pipe Company Retaining wall structure using precast stretcher sections
DE2841001A1 (en) * 1978-09-21 1980-04-03 Stetzler Kg Betonwerk Stable L=shaped concrete slab for retaining wall - has base panel on base slab protruding rearward and form locked to it
JPS6019832A (en) * 1983-07-11 1985-02-01 Izumi Yamane Retaining wall
JPS6088728A (en) * 1983-10-20 1985-05-18 Tokyu Constr Co Ltd Strip footing structure of plate structural part and its construction
JPS61186624A (en) * 1985-02-15 1986-08-20 Haneda Concrete Kogyo Kk Sliding preventing device for retaining wall

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4068482A (en) * 1976-08-02 1978-01-17 Hilfiker Pipe Company Retaining wall structure using precast stretcher sections
DE2841001A1 (en) * 1978-09-21 1980-04-03 Stetzler Kg Betonwerk Stable L=shaped concrete slab for retaining wall - has base panel on base slab protruding rearward and form locked to it
JPS6019832A (en) * 1983-07-11 1985-02-01 Izumi Yamane Retaining wall
JPS6088728A (en) * 1983-10-20 1985-05-18 Tokyu Constr Co Ltd Strip footing structure of plate structural part and its construction
JPS61186624A (en) * 1985-02-15 1986-08-20 Haneda Concrete Kogyo Kk Sliding preventing device for retaining wall

Non-Patent Citations (3)

* Cited by examiner, † Cited by third party
Title
PATENT ABSTRACTS OF JAPAN vol. 009, no. 139 (M - 387) 14 June 1985 (1985-06-14) *
PATENT ABSTRACTS OF JAPAN vol. 009, no. 231 (M - 414) 18 September 1985 (1985-09-18) *
PATENT ABSTRACTS OF JAPAN vol. 011, no. 010 (M - 552) 10 January 1987 (1987-01-10) *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103352477A (en) * 2013-07-12 2013-10-16 青岛理工大学 Vertical pres-stressed anchor rod gravity-type composite retaining wall and method for designing and constructing retaining wall
CN104805863A (en) * 2015-04-24 2015-07-29 东北大学 Novel combinable assembly type slope retaining wall structure and construction method thereof

Also Published As

Publication number Publication date
SI21619A (en) 2005-04-30

Similar Documents

Publication Publication Date Title
AU2014237379B2 (en) Precast concrete retaining wall
US8789337B2 (en) Foundation system for bridges and other structures
US7114887B1 (en) Modular block anchoring techniques
US7461487B2 (en) Lintel supported masonry wall system with tensioning rods
US7033116B1 (en) Post-tensioned rammed earth construction
US8684633B2 (en) Modular block connecting techniques
US7390146B2 (en) Modular block structures
US5794921A (en) Masonry fence system
US5154542A (en) Earth-retaining module, system and method
US20030185634A1 (en) Synthetic deformed bars and retaining walls
CN110777836A (en) Reinforced concrete plate-anchor rod composite foundation and using method thereof
KR101031583B1 (en) The natural stone retaining structure using blasted rocks and concrete resistance blocks and its construction technique
JP2004100157A (en) Retaining wall structure and its construction method
WO2005024140A1 (en) Mountable reinforced concrete support wall with fundament foot of changeable width
CN112359850A (en) Masonry protection structure of road engineering and construction method thereof
KR100791456B1 (en) The both end-spring environmental timber retaining wall supporting by prestress cab beam and soil timber nailing, and the construction method of this
CN114086505A (en) River course slope protection structure for hydraulic engineering and laying construction method
CN219710347U (en) Roadbed side slope supporting structure
KR100968518B1 (en) Construction method of reinforced green retaining wall
CN219118228U (en) Assembly type soil retaining greening water permeable member
JP3807801B2 (en) Slope greening method
CN219508604U (en) Ecological concrete protection system in rock steep slope lattice protection frame
CN109403651B (en) Masonry hooping kiln reinforcing method for improving overall stability of cave dwelling by using steel stay cables
KR200414071Y1 (en) Civil construction slope reinforcement frame
Saker et al. Stabilizing Highways Earth Slopes by Nailing.

Legal Events

Date Code Title Description
AK Designated states

Kind code of ref document: A1

Designated state(s): AE AG AL AM AT AU AZ BA BB BG BR BW BY BZ CA CH CN CO CR CU CZ DE DK DM DZ EC EE EG ES FI GB GD GE GH GM HR HU ID IL IN IS JP KE KG KP KR KZ LC LK LR LS LT LU LV MA MD MG MK MN MW MX MZ NA NI NO NZ OM PG PH PL PT RO RU SC SD SE SG SK SL SY TJ TM TN TR TT TZ UA UG US UZ VC VN YU ZA ZM ZW

AL Designated countries for regional patents

Kind code of ref document: A1

Designated state(s): GM KE LS MW MZ NA SD SL SZ TZ UG ZM ZW AM AZ BY KG KZ MD RU TJ TM AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IT LU MC NL PL PT RO SE SI SK TR BF BJ CF CG CI CM GA GN GQ GW ML MR NE SN TD TG

121 Ep: the epo has been informed by wipo that ep was designated in this application
122 Ep: pct application non-entry in european phase