PL442146A1 - Method of constructing a reinforced soil concrete diaphragm wall by continuously mixing soil with a hydraulic binder and wall reinforcement element - Google Patents

Method of constructing a reinforced soil concrete diaphragm wall by continuously mixing soil with a hydraulic binder and wall reinforcement element

Info

Publication number
PL442146A1
PL442146A1 PL442146A PL44214622A PL442146A1 PL 442146 A1 PL442146 A1 PL 442146A1 PL 442146 A PL442146 A PL 442146A PL 44214622 A PL44214622 A PL 44214622A PL 442146 A1 PL442146 A1 PL 442146A1
Authority
PL
Poland
Prior art keywords
wall
reinforcement
bars
soil
hydraulic binder
Prior art date
Application number
PL442146A
Other languages
Polish (pl)
Inventor
Robert Sołtysik
Piotr Rychlewski
Maciej Kos
Maciej Witaszek
Norbert Madetko
Magdalena Rysiewicz
Zbigniew Barczak
Maciej Szczygielski
Michał Sołtysik
Original Assignee
Soley Spółka Z Ograniczoną Odpowiedzialnością
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 Soley Spółka Z Ograniczoną Odpowiedzialnością filed Critical Soley Spółka Z Ograniczoną Odpowiedzialnością
Priority to PL442146A priority Critical patent/PL442146A1/en
Publication of PL442146A1 publication Critical patent/PL442146A1/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/18—Bulkheads or similar walls made solely of concrete in situ
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional [3D] extent, e.g. lattice girders

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

Przedmiotem zgłoszenia jest sposób wykonywania zbrojonej ściany szczelinowej gruntobetonowej metodą ciągłego mieszania gruntu ze spoiwem hydraulicznym i element zbrojenia ściany. Sposób ten polega na tym, że w każdy uformowany fragment ściany (2) z mieszanki gruntobetonowej, korzystnie o rozpływie od 50 do 65 cm mierzoną metodą   odwróconego stożka Abramsa, wciska się przestrzenny element zbrojenia (3) o kształcie prostopadłościanu, przy czym każdy z elementów usytuowany jest obok siebie, centralnie względem osi ściany (2). Odstęp pomiędzy elementami zbrojenia (2) nie powinien być większy niż odstęp pomiędzy głównymi, konstrukcyjnymi prętami zbrojenia (4). Kształt  prostopadłościanu elementu zbrojenia (3) wyznaczony jest przez główne pręty konstrukcyjne (4), usytuowane równolegle do siebie wzdłuż bocznych ścian, a ich położenie ustabilizowane jest przymocowanymi trwale strzemionami (5), opasującymi pręty konstrukcyjne (4) pod kątem prostym. Element (3) usztywniony jest na każdej ścianie zastrzałami (6), połączonymi prętami konstrukcyjnymi (4) ukośnie na kształt łamanej linii równoramiennej.The subject of the application is a method of making a reinforced soil concrete diaphragm wall by continuously mixing soil with a hydraulic binder and an element of wall reinforcement. This method consists in pressing a three-dimensional reinforcement element (3) in the shape of a cuboid into each formed fragment of the wall (2) made of soil concrete mixture, preferably with a flow of 50 to 65 cm measured by the inverted Abrams cone method, and each element is located next to each other, centrally relative to the wall axis (2). The distance between the reinforcement elements (2) should not be greater than the distance between the main structural reinforcement bars (4). The cuboid shape of the reinforcement element (3) is determined by the main structural bars (4), located parallel to each other along the side walls, and their position is stabilized by permanently attached stirrups (5), surrounding the construction bars (4) at right angles. Element (3) is stiffened on each wall with struts (6), connected with construction bars (4) diagonally in the shape of a broken isosceles line.

PL442146A 2022-08-29 2022-08-29 Method of constructing a reinforced soil concrete diaphragm wall by continuously mixing soil with a hydraulic binder and wall reinforcement element PL442146A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL442146A PL442146A1 (en) 2022-08-29 2022-08-29 Method of constructing a reinforced soil concrete diaphragm wall by continuously mixing soil with a hydraulic binder and wall reinforcement element

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PL442146A PL442146A1 (en) 2022-08-29 2022-08-29 Method of constructing a reinforced soil concrete diaphragm wall by continuously mixing soil with a hydraulic binder and wall reinforcement element

Publications (1)

Publication Number Publication Date
PL442146A1 true PL442146A1 (en) 2024-03-04

Family

ID=90107032

Family Applications (1)

Application Number Title Priority Date Filing Date
PL442146A PL442146A1 (en) 2022-08-29 2022-08-29 Method of constructing a reinforced soil concrete diaphragm wall by continuously mixing soil with a hydraulic binder and wall reinforcement element

Country Status (1)

Country Link
PL (1) PL442146A1 (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
PL354517A1 (en) * 1999-10-22 2004-01-26 Philippe Durand Reinforcement for concrete wall
EP1624128A1 (en) * 2004-08-03 2006-02-08 C.S.E. Centro Strutture Edili S.r.l. Metal reinforcement for worksite realisation of reinforced concrete constructions
PL121887U1 (en) * 2013-03-28 2014-09-29 Skorupka Maria Zakład Produkcji Materiałów Budowlanych Prefabud Reinforcement bin for the diaphragm wall
PL226838B1 (en) * 2011-12-15 2017-09-29 Hydrobudowa 1 Orf Warszawa Spółka Z Ograniczoną Odpowiedzialnością Diaphragm wall locking and a method for manufacture the diaphragm wall

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
PL354517A1 (en) * 1999-10-22 2004-01-26 Philippe Durand Reinforcement for concrete wall
EP1624128A1 (en) * 2004-08-03 2006-02-08 C.S.E. Centro Strutture Edili S.r.l. Metal reinforcement for worksite realisation of reinforced concrete constructions
PL226838B1 (en) * 2011-12-15 2017-09-29 Hydrobudowa 1 Orf Warszawa Spółka Z Ograniczoną Odpowiedzialnością Diaphragm wall locking and a method for manufacture the diaphragm wall
PL121887U1 (en) * 2013-03-28 2014-09-29 Skorupka Maria Zakład Produkcji Materiałów Budowlanych Prefabud Reinforcement bin for the diaphragm wall

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