[go: up one dir, main page]

WO2018196889A1 - Élément préfabriqué en forme de fondation pour structures de fondations de bâtiment assemblées - Google Patents

Élément préfabriqué en forme de fondation pour structures de fondations de bâtiment assemblées Download PDF

Info

Publication number
WO2018196889A1
WO2018196889A1 PCT/CZ2018/000015 CZ2018000015W WO2018196889A1 WO 2018196889 A1 WO2018196889 A1 WO 2018196889A1 CZ 2018000015 W CZ2018000015 W CZ 2018000015W WO 2018196889 A1 WO2018196889 A1 WO 2018196889A1
Authority
WO
WIPO (PCT)
Prior art keywords
foundation
walls
shaped element
wall
elements
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.)
Ceased
Application number
PCT/CZ2018/000015
Other languages
English (en)
Inventor
Ales HERZAN
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.)
Krystofova Pavla
Original Assignee
Krystofova Pavla
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 Krystofova Pavla filed Critical Krystofova Pavla
Publication of WO2018196889A1 publication Critical patent/WO2018196889A1/fr
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

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
    • E02D27/016—Flat foundations made mainly from prefabricated concrete elements
    • 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
    • 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
    • E02D27/02—Flat foundations without substantial excavation
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/0007—Base structures; Cellars
    • E04B1/0015—Cellars constructed from prefabricated units
    • 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
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
    • E04B2/26—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element the walls being characterised by fillings in all cavities in order to form a wall construction
    • 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
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/42—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
    • E04B2/54—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities the walls being characterised by fillings in all cavities in order to form a wall construction
    • 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
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0256—Special features of building elements
    • E04B2002/0263—Building elements for making angled walls

Definitions

  • the present invention relates to foundation shape elements for easy and economical assembly of buildings foundation structures.
  • Casting of concrete foundation strips directly into excavation or shuttering depends on industrial concrete plants, on their operating time, on heavy-duty transport equipment (in particular mobile mixers and concrete pumps), on its availability and financial costs.
  • the aim of the present invention is to introduce prefabricated shaped elements, which would replace concrete structures and allow to design foundation structures so that the designer can design and the builder can construct the safe and economically advantageous establishment of a building, it means easily and quickly using minimal amount of material, independent of the concrete plants, heavy construction and transport equipment and increased number of construction workers.
  • the foundation shaped element for assembled building foundation structures which is characterised by the fact that it is made as a high-oriented square stone with at least two open walls, which consists of a lower wall, of at least one central transverse wall, of an upper wall and of lateral vertical load-carrying walls, whereas lateral vertical load-carrying walls are provided with openings for placing of anchoring elements.
  • the lateral vertical walls are two and perpendicular to each other.
  • one rim wall is arranged on the edge of the upper wall.
  • the rim walls are arranged at both edges of the upper loading wall.
  • two rim walls are arranged perpendicularly to each another.
  • it comprises shaped elements according to the preceding claims being stacked side by side and connected through their openings by anchoring elements, whereas the assembly comprises additional joining shaped elements in the area of corner joints and connecting joints.
  • a further aim of the invention is a foundation assembly comprising the above- mentioned foundation shaped elements stacked side by side and connected through their openings by anchoring elements, the assembly comprising complementary joining shaped elements in the area of corner joints and connection joints.
  • Fig.1 is a basic version of the shaped element according to the invention
  • Fig. 2 is a second version provided as a corner shaped element
  • Fig. 3 is the third version of the shaped element substantially similar to that of Fig. 1
  • Fig. 4 is the fourth version substantially similar to that of Fig. 2
  • Fig. 5 is the fifth version as a distance element
  • Fig. 6 is a first variant of an anchoring element
  • Fig. 7 is another variant of the anchoring element
  • Fig. 8 is a version of a shaped element with rim walls provided with two longitudinally extending rim walls
  • Fig. 8a represents a variant of a shaped element with rim walls provided with one longitudinally extending rim wall
  • Fig. 1 is a basic version of the shaped element according to the invention
  • Fig. 2 is a second version provided as a corner shaped element
  • Fig. 3 is the third version of the shaped element substantially similar to that of Fig. 1
  • Fig. 9 is a variant of the shaped element with the corner extending wall
  • Fig. 10 is a variant of a square shaped element with rim walls with one extending wall
  • Fig. 11 is a variant of a square shaped element substantially similar to that of Fig. 4
  • Fig. 12 is an embodiment of a shaped element provided as a distance element provided with two protrusions
  • Fig. 13 is a perspective view of a foundation structure assembly made of foundation shaped elements with rim walls, the assembly shows the location of all types of complementary shaped elements in the structure
  • Fig. 14 shows a cross-sectional view of the wooden floor beam of the wooden building on the foundation shaped element
  • FIG. 15 shows a cross-sectional view of the wooden floor beam of a wooden building on a foundation U-type shaped element with rim walls
  • Fig. 16 shows a reinforced concrete monolithic foundation board on a L-type shaped element with rim walls for brick wall.
  • the foundation shaped element in the basic embodiment shown in Fig. 1 consists of a lower wall 1 , a central transverse wall 3, an upper wall 2 and parallel side vertical walls 4. All the walls are preferably monolithically interconnected.
  • anchoring openings 5 which, after joining of the adjacent shaped element corresponds to each other so as to be interconnected by anchoring elements 9, 10. These are shown in Fig. 6 and 7.
  • complementary shape elements are provided, which are designed as elements for the connection of the foundation strips at the corners.
  • One is shown in Fig. 2.
  • for the connection of the T-type strips is shown in Fig. 3, and there is also another shaped element for interconnecting the crossing foundation strips shown in Fig.4.
  • shaped elements are the foundation shape elements with rim walls shown in Fig. 8 to 10 and Fig. 12 intended for higher loads. They are similar to the foundation shaped elements of Fig. 1, with the difference that these shaped elements with a rim contain on the upper wall 2 one (L-type) or two (U-type) perpendicular opposing rim walls 11 which are parallel to the axis of the foundation strip. These rim walls 11 form by U-type elements a permanent shuttering for the reinforcing rim as shown Fig. 8 and 15 or a permanent shuttering for the foundation board as shown in Fig. 8a and 16.
  • Fig. 13 is a perspective view of the foundation structure assembly 28 of the foundation shaped elements. Assembly 28 also shows the location of all types of complementary shaped elements with rim walls of Fig. 9 to 12 in the structure. It comprises foundation shaped elements stacked side by side and connected through their openings 5 by anchoring elements 9 or 10, whereas the assembly 28 comprises complementary joining shaped elements in the area of corner joints and connection joints.
  • Fig. 14 shows a cross-sectional view of the placement of the wooden beam 24 of the wooden structure 25 on the foundation shaped element 21.
  • Fig. 15 shows a cross-sectional view of the placement of the wooden beam 24 of the wooden structure 25 on the foundation U-type shaped element with rim walls 22.
  • a reinforced concrete monolithic foundation board 26 is mounted on a foundation U-type shaped element with rim walls 23 for a brick wall 27.
  • Foundation shaped elements are designed for easy installation of prefabricated foundation structures. After mutual anchorage in the foundation strip the individual shaped elements interact with each other and transfer the load of the upper structure into the foundation excavation, which is their main function. When assembling, the shaped elements are placed sideways against each other, perpendicular to the axis of the foundation strip. They are connected with the anchoring elements 9,10 thereby creating a joint that anchors and stabilises the shaped elements in the horizontal and vertical directions. This joint, i. a., ensures static interaction of the shaped elements in the foundation strip and improves load distribution to the foundation excavation.
  • the foundation shaped elements form the entire height of the foundation structure. Shaped elements are gradually placed in the excavation on the pre-prepared bed of the foundation excavation, and then anchored to each other.
  • the both-sided open shaped element interacts with the foundation soil, which, after re-filling and compacting, statically interacts with the foundation structure and increases the load-carrying capacity of the foundations.
  • the shaped element transmits the load of the upper structure into the subsoil not only by the lower supporting wall but also partly by at least one central stiffening and retaining wall. Due to this advantage it is possible to use shaped elements with a smaller ground-plan, which results in cost savings, lower weight and thus easier manipulation with the shaped element.
  • Another practical design advantage of the shaped elements is the easy passage of the water and electric distribution networks through the foundation strips. Connections and horizontal distributions can be easily built even after the foundation is assembled without the need to disturb the foundation structure.
  • the basic foundation shaped element with all straight peripheral walls is preferably used for the construction of wooden buildings and buildings based on lightweight construction systems, or ground floor buildings built by common technology, such as bungalows, different sheds, garages, warehouses, fences etc. Its upper and lower walls are straight and smooth. Its upper wall is ready for placing and anchoring the timber beam of the wooden building or establishing the structure of the upper building.
  • the timber beam of the wooden building, after anchoring to the foundation structure formed by the foundation shaped elements, preferably acts as an additional reinforcing element, thereby synergistically acting in favour of increasing stiffness and load-carrying capacity of the base structure.
  • the so-called foundation shaped elements with rim walls with upper wall are provided with one or two vertical lateral opposing walls located parallel to the axis of the foundation pass forming a permanent shuttering for reinforced concrete reinforcing foundation rim or a foundation board.
  • Foundation shaped elements with rim walls for assembled foundation strips according to the invention can be used generally in building construction for all types of wall construction systems and for different types of buildings, both ground and stairway.
  • the foundation strips of the shaped elements according to the invention are more economical and lighter in design than previously used, they withstand more efficiently loads with a more subtle construction thanks to a multi-level spreading surface, are useful for most foundation soils, have easy permeability of foundation structures for the water and electric distribution networks and are greatly suited for self-help construction. Very easy installation does not require specialists and is independent of heavy construction and transportation techniques. Any faults that may arise in the future will be easily repaired.
  • Foundation shaped elements eliminate technological breaks in the construction, and mainly save time, work, material and thus financial resources.
  • the present invention of the prefabricated foundations preferably utilizes all of these positive properties at the same time.
  • the foundation shaped elements according to the invention are preferably usable in general in building construction, in particular for foundation constructions of houses, residential, civil and light industrial and agricultural buildings.
  • Foundation shaped elements can also be used for various outbuildings, garages, halls, terraces, fences, walls, garden constructions, etc. Foundation shaped elements according to their type and design are designed for the establishment of different construction systems.
  • the shaped elements for the designing of wooden buildings are major asset, where they replace the existing ways of establishment of buildings.
  • the use of the present solution means autonomy, significant time, material, and especially financial savings.

Landscapes

  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Foundations (AREA)

Abstract

La présente invention a trait à un élément préfabriqué en forme de fondation (21, 22, 23) pour des fondations de bâtiment assemblées pour le montage facile et économique de fondations de bâtiment, qui est réalisé sous la forme d'une pierre carrée à haute orientation avec au moins deux parois ouvertes, qui se compose d'une paroi inférieure (1), d'au moins une paroi transversale centrale (3), d'une paroi supérieure (2) et de parois latérales verticales porteuses de charge (4), tandis que les parois latérales verticales porteuses de charge (4) sont pourvues d'ouvertures (5) pour la mise en place d'éléments d'ancrage (9, 10).
PCT/CZ2018/000015 2017-04-27 2018-04-25 Élément préfabriqué en forme de fondation pour structures de fondations de bâtiment assemblées Ceased WO2018196889A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CZ2017-230A CZ307431B6 (cs) 2017-04-27 2017-04-27 Základová prefabrikovaná tvarovka pro montované základové konstrukce staveb a základová sestava z nich vytvořená
CZPV2017-230 2017-04-27

Publications (1)

Publication Number Publication Date
WO2018196889A1 true WO2018196889A1 (fr) 2018-11-01

Family

ID=62455276

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CZ2018/000015 Ceased WO2018196889A1 (fr) 2017-04-27 2018-04-25 Élément préfabriqué en forme de fondation pour structures de fondations de bâtiment assemblées

Country Status (2)

Country Link
CZ (1) CZ307431B6 (fr)
WO (1) WO2018196889A1 (fr)

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE545354A (fr) *
US1704255A (en) * 1926-02-02 1929-03-05 Elizabeth Lewis Building construction and plastic block for making the same
DE532141C (de) * 1931-08-25 Franz Von Reiche Verbindung fuer Betonbauteile
AU472480B2 (en) * 1969-04-16 1976-05-10 Dri Dino Building construction
EP1211355A1 (fr) * 2000-12-04 2002-06-05 Richard Dilon Mur de soubassement pour une construction et procédé de réalisation d'un tel mur
WO2003056110A1 (fr) * 2002-01-02 2003-07-10 Ivo Popovic Blocs de construction pour remplissage
WO2004033810A2 (fr) * 2002-10-08 2004-04-22 Powell David W Procede et dispositif de construction utilisant des blocs prefabriques et des elements a ossature
WO2009124092A2 (fr) * 2008-03-31 2009-10-08 Paul Andrew Redburn Blocs d'enclenchement à boulons et procédé de construction de murs

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2076872B (en) * 1980-05-10 1984-07-11 Forticrete Ltd Making strip foundation and foundation walls
JPS59165737A (ja) * 1983-03-08 1984-09-19 Hidetake Fukuma 布基礎及びその施工方法
JPS6259724A (ja) * 1985-09-09 1987-03-16 Tetsuhiko Soma 鉄筋入布基礎ブロツクの構造
US5367845A (en) * 1993-02-09 1994-11-29 Hartling; Robert H. System for building a structure
RU2477770C1 (ru) * 2011-11-17 2013-03-20 Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования "Уфимский государственный нефтяной технический университет" Замковый сборный ленточный фундамент

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE545354A (fr) *
DE532141C (de) * 1931-08-25 Franz Von Reiche Verbindung fuer Betonbauteile
US1704255A (en) * 1926-02-02 1929-03-05 Elizabeth Lewis Building construction and plastic block for making the same
AU472480B2 (en) * 1969-04-16 1976-05-10 Dri Dino Building construction
EP1211355A1 (fr) * 2000-12-04 2002-06-05 Richard Dilon Mur de soubassement pour une construction et procédé de réalisation d'un tel mur
WO2003056110A1 (fr) * 2002-01-02 2003-07-10 Ivo Popovic Blocs de construction pour remplissage
WO2004033810A2 (fr) * 2002-10-08 2004-04-22 Powell David W Procede et dispositif de construction utilisant des blocs prefabriques et des elements a ossature
WO2009124092A2 (fr) * 2008-03-31 2009-10-08 Paul Andrew Redburn Blocs d'enclenchement à boulons et procédé de construction de murs

Also Published As

Publication number Publication date
CZ2017230A3 (cs) 2018-08-15
CZ307431B6 (cs) 2018-08-15

Similar Documents

Publication Publication Date Title
US20040134152A1 (en) Method and apparatus for precast and framed block element construction
US20240110374A1 (en) Module for use in preparing a prefabricated structure, method for manufacturing same and transport frame
US20130008125A1 (en) Construction method for new underground structure
CN107761759B (zh) 一种l型混凝土挡墙
US20120017520A1 (en) Earthquake Proof Wall Panels
CN109281390B (zh) 一种装配式混凝土桁架剪力墙建筑结构
CN111622348B (zh) 一种预应力自复位混凝土桁架结构及装配方法
CN210216498U (zh) 预制装配式的l型道路挡土墙结构
WO2018196889A1 (fr) Élément préfabriqué en forme de fondation pour structures de fondations de bâtiment assemblées
CN218148907U (zh) 一种全装配全周转可快速建造的装配式建筑
CN204531173U (zh) 一种预制混凝土基础梁结构
CN115059188B (zh) 一种用于结构井拐角处的钢柱结构、建筑物及施工方法
RU2394966C2 (ru) Строительный модуль, в частности нижний этаж или подвал для хозяйственного сооружения или жилого дома
CN218759211U (zh) 一种模块化预制围墙墙桩
KR0143060B1 (ko) 역피라미드형 기초부에 의한 건축구조개선
CN109372097B (zh) 一种装配式混凝土桁架建筑结构
CN109281405B (zh) 一种装配式隔层布置混凝土桁架悬挑式建筑
JP2877896B2 (ja) コンクリート製組立型地下室
JP2004143715A (ja) 分割式ｌ型擁壁、その製造方法及びその組立て施工方法
JP2504658B2 (ja) 中高層建築物における基礎構造
Thagaragunta et al. Analysis and Design of a G+ 7 storeyed Precast Building
JP2936492B2 (ja) コンクリート製組立型地下室およびコンクリート製組立型地下室の施工方法
JP2941893B2 (ja) コンクリート製組立型地下室
JP2025137887A (ja) 災害一般住宅の布基礎用型枠及び布基礎の施工方法
JP2854168B2 (ja) コンクリート製組立型地下室の躯体構造

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 18728006

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 18728006

Country of ref document: EP

Kind code of ref document: A1