PL436609A1 - Construction system for construction of footings and foundation walls, especially in permanent formwork system - Google Patents

Construction system for construction of footings and foundation walls, especially in permanent formwork system

Info

Publication number
PL436609A1
PL436609A1 PL436609A PL43660920A PL436609A1 PL 436609 A1 PL436609 A1 PL 436609A1 PL 436609 A PL436609 A PL 436609A PL 43660920 A PL43660920 A PL 43660920A PL 436609 A1 PL436609 A1 PL 436609A1
Authority
PL
Poland
Prior art keywords
formwork
construction
insulated
modular
width
Prior art date
Application number
PL436609A
Other languages
Polish (pl)
Inventor
Krzysztof Zwierz
Original Assignee
Krzysztof Zwierz
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 Krzysztof Zwierz filed Critical Krzysztof Zwierz
Priority to PL436609A priority Critical patent/PL436609A1/en
Priority to EP21218037.6A priority patent/EP4036315A1/en
Publication of PL436609A1 publication Critical patent/PL436609A1/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/01—Flat foundations
    • E02D27/013—Shuttering specially adapted therefor
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/01—Flat foundations
    • E02D27/08—Reinforcements for flat foundations
    • 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 extent, e.g. lattice girders
    • E04C5/0604—Prismatic or cylindrical reinforcement cages composed of longitudinal bars and open or closed stirrup rods
    • E04C5/0622—Open cages, e.g. connecting stirrup baskets
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Foundations (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

System konstrukcyjny do wykonywania szalunku ław i ścian fundamentowych, charakteryzuje się tym, że składa się zasadniczo z trzech elementów a mianowicie ramki (2) montażowej, modułowej, izolowanej deski (1) szalunkowej oraz strzemienia typu „U” (3) łączonych ze sobą w określony sposób i powtarzanych wielokrotnie w zależności od projektu budowlanego do uzyskania pełnej długości szalunku. Ramki montażowe (2) o szerokości zaprojektowanego szalunku ławy układane są w odległości nie mniejszej niż 400 mm jedna od drugiej na dnie rowów szalunkowych, następnie do boków ramki montażowej montowane są za pomocą drutu wiązałkowego modułowe, izolowane deski (1) szalunkowe tak, aby utworzyć monolityczną ścianę i tak przygotowane zbrojenie ławy szalunkowej obsypywane jest piaskiem a następnie wypełniane stopniowo masą betonową. Następnie do ławy szalunkowej montowane jest zbrojenie ściany fundamentowej poprzez połączenie kolejnych elementów ramki (2) montażowej o szerokości zaprojektowanej dla ściany fundamentowej za pomocą strzemienia typu „U” (3) oraz przymocowanie do nich modułowych, izolowanych desek (1) szalunkowych tworząc gotową monolityczną ścianę o szerokości i wysokości zgodnej z projektem i gotowej do wypełnienia szalunku masą betonową.The structural system for making the formwork of footings and foundation walls is characterized by the fact that it consists essentially of three elements, namely a modular assembly frame (2), an insulated formwork board (1) and a "U" type stirrup (3) connected together in defined way and repeated several times depending on the construction design to obtain the full length of the formwork. The assembly frames (2) with the width of the designed footing formwork are placed at a distance of not less than 400 mm, one from the other, on the bottom of the formwork ditches, then modular, insulated boards (1) are mounted to the sides of the assembly frame with the use of binding wire. the monolithic wall and the reinforcement of the formwork bench prepared in this way is sprinkled with sand and then gradually filled with concrete mass. Then, the reinforcement of the foundation wall is mounted to the formwork bench by joining subsequent elements of the assembly frame (2) with the width designed for the foundation wall with the use of a U-type stirrup (3) and attaching modular, insulated formwork boards (1) to them, creating a ready monolithic wall width and height in accordance with the design and ready to be filled with concrete mass.

PL436609A 2020-12-31 2020-12-31 Construction system for construction of footings and foundation walls, especially in permanent formwork system PL436609A1 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
PL436609A PL436609A1 (en) 2020-12-31 2020-12-31 Construction system for construction of footings and foundation walls, especially in permanent formwork system
EP21218037.6A EP4036315A1 (en) 2020-12-31 2021-12-29 Construction system for footings and foundation walls, especially in the lost formwork system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PL436609A PL436609A1 (en) 2020-12-31 2020-12-31 Construction system for construction of footings and foundation walls, especially in permanent formwork system

Publications (1)

Publication Number Publication Date
PL436609A1 true PL436609A1 (en) 2022-07-04

Family

ID=81940608

Family Applications (1)

Application Number Title Priority Date Filing Date
PL436609A PL436609A1 (en) 2020-12-31 2020-12-31 Construction system for construction of footings and foundation walls, especially in permanent formwork system

Country Status (2)

Country Link
EP (1) EP4036315A1 (en)
PL (1) PL436609A1 (en)

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US226785A (en) 1880-04-20 pridmore
DE29609851U1 (en) * 1996-06-04 1996-08-22 Tiletschke Lothar Foundation side switch
DE29700133U1 (en) * 1997-01-07 1997-02-20 Jokinen Reijo Foundation reinforcement
DE202007002758U1 (en) * 2007-02-26 2007-04-19 Fwr Solutions Gmbh Form board in particular for creation of concrete floor, comprises joint strip with Z-shaped cross section
PL3312359T3 (en) * 2016-10-19 2020-04-30 Beotek Oy Mold element

Also Published As

Publication number Publication date
EP4036315A1 (en) 2022-08-03

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