EP1996773A1 - House developable upwards - Google Patents

House developable upwards

Info

Publication number
EP1996773A1
EP1996773A1 EP06824405A EP06824405A EP1996773A1 EP 1996773 A1 EP1996773 A1 EP 1996773A1 EP 06824405 A EP06824405 A EP 06824405A EP 06824405 A EP06824405 A EP 06824405A EP 1996773 A1 EP1996773 A1 EP 1996773A1
Authority
EP
European Patent Office
Prior art keywords
load
bearing
roof
fact
featured
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.)
Withdrawn
Application number
EP06824405A
Other languages
German (de)
French (fr)
Inventor
Grzegorz Czarnecki
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.)
Individual
Original Assignee
Individual
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
Priority claimed from PL378320A external-priority patent/PL378320A1/en
Priority claimed from PL379153A external-priority patent/PL379153A1/en
Application filed by Individual filed Critical Individual
Publication of EP1996773A1 publication Critical patent/EP1996773A1/en
Withdrawn legal-status Critical Current

Links

Classifications

    • 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
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • 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
    • E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
    • 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
    • E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
    • E04B2001/3561—Extraordinary methods of construction, e.g. lift-slab, jack-block adding living space above existing structures

Definitions

  • the subject of the invention is the house developable upwards and the system of its extension
  • the most popular method of building a house is to build the whole object in one cycle.
  • the drawback of this method is the necessity to collect the essential financial means in a short time.
  • lack of adaptation of a building constructed in such a way to the changing conditions of a family's life is very often a problem.
  • the solution allowing for elimination of this kind of problem is the houses that are possible to be built in stages.
  • the most often used such method is the atrial house allowing for building on the next wings of the object until the closing of the object encircling the inner courtyard.
  • Such solution however, needs a relatively large area therefore building on the next storey is a frequent method of extension.
  • this solution is insofar troublesome as it requires a serious interfering in the structure of the existing object that has not been earlier designed with the extension option.
  • the essence of the invention is the house developable upwards that already at the design stage is adapted to the subsequent investment cycle, characterised by the fact that after the first stage of building process the load-bearing structure of the building in the vertical intersection has got the shape of the "H" or "h” letter or the shape close to them, and the horizontal line is the line of the structural ceiling and/or a flat roof and/or a roof, below which there is situated the top and roofed-over closed storey, and above there is at least one load-bearing wall or load-bearing structure forming a shield for an optional terrace, and/or a garden situated on the roof, and/or a shield for the roofed over open storey, and/or a shield for the empty space over the roof.
  • the load-bearing wall or the load-bearing structure protruding above the built- over storey form an element binding the elements added on the top to the load- bearing structure of the building at the next stage of the construction process. It is also essential that for supporting of elements of structural ceilings and/or flat roofs and/or roofs structures, in the load-bearing walls and/or in the load-bearing structures a strip of points of independent support is used, the load-bearing planes of which form a support plane for the structural ceiling and/or flat roof and/or roof, and these planes protrude from the load-bearing walls or the load-bearing structures and/or penetrate them.
  • the support points form; shelves protruding from the load-bearing walls or the load-bearing structures, niches sunk in the load-bearing walls or the load-bearing structures or they are a combination of niches and shelves.
  • the walls and/or structures added on the top of the top storey there is a permanent or a movable roof, including sliding roof, put optionally that covers a part or the whole storey.
  • gutters and/or guides for the movable roofing are fitted optionally.
  • the fig. 1 shows a simplified axonometric view of the load-bearing structure of the building
  • the figures 2-7 show different variants of the load-bearing structures protruding above the structural ceiling
  • the fig. 8 shows an example fixing of the roof rafters and the floor beams in the niches made in the load-bearing walls
  • the fig. 9 shows supporting of rafters on the shelves protruding from the walls.
  • the fig. 10 shows the roof structure supported on the combination of niche-shelves.
  • the figures 11, 12 and 13 show different variants of roofs.
  • the fig. 14 shows a fragment of the wall structure equipped with gutter
  • the figures 15, 16 and 17 show subsequent stages of the house extension.
  • the fig. 18 shows a roofed-over one-storey house with walls added on the top, and the same house after the second stage of extension.
  • load-bearing walls or the load-bearing structures are erected optionally forming or aiding shield of the terrace and/or shield of the garden located on the roof, and/or a shield of the roofed-over open storey and/or a shield of the empty space over the roof and at the same facilitating the future extension by the upper storeys.
  • the vertical section of the structure outlining the body of the building storey after the first stage of the building process, executed with the method according to the invention has got the shape of the "H” or the "h” letter or the shape close to it, where the vertical lines denote the opposite load-bearing walls or structures 1 , and the horizontal line denotes the structural ceiling and/or flat roof and/or the roof 2, below which there is the roofed-over closed part of the building, and above there is an open terrace and/or roofed-over open storey and/or empty space over the roof.
  • the load-bearing walls or structures added on the top can be made of any materials, can be of any shape and structure, can be added on the top over the whole or incomplete length of the wall, etc. These variants are shown on the figures 2-7.
  • the roof 5 of any shape supported on the walls or structural elements added on the top may be put over a part or the whole storey.
  • Such roof may be permanent or movable, including also sliding roof.
  • the example variants of such roofing are presented on the figures 11 , 12 and 13.
  • a strip of points of independent support 3 is used optionally, the load- bearing bases 4 of which protrude at adequate height outside the outline of walls.
  • the load-bearing bases 4 are sunk in the walls thus forming niches.
  • the bases of the niches are the places of supporting of elements of the structural ceiling 2 structure, elements of the roof structure, etc. After disassembly, the rafters of the roof may be moved higher and supported on the strip of points of independent support situated higher, and load- bearing elements of the structural ceiling 2 are put in places of them.
  • FIG. 9 shows supporting of the roof rafters on the points of independent support 3 executed in the form of protruding shelves.
  • the next figure shows a combination of two solutions.
  • the shelf-niches are formed as a combination of shallower niches and shelves less protruding outside the wall 1 outline.
  • the system of points of independent support facilitates quick and correct assembly of subsequent structural ceilings, flat roofs, etc., without the necessity of interference in the load-bearing structure of the building. At the same time, it protects against damages to the structure in case of disassembly of the roof for the purpose of putting it on the next storey.
  • a gutter made of any material may be fitted on or in the wall and/or structure added on the top.
  • This detail is shown on the fig. 14.
  • the house can be built in stages depending on the needs and financial possibilities of investors. Starting from a very economical basic version with shielded terrace-garden, ending up with a multi-storey building. The next figures show the subsequent possible investment stages, and the fig. 15 shows the building after the
  • the fig. 16 shows the same object after the 2 1 ⁇ stage of extension.
  • the fig. 17 shows this building after the 3 rc * stage of extension.
  • a very important advantage of such building method is the possibility of cohesive finishing of the fa ⁇ ade of the upper storey at the first stage of the construction process, regardless of the extension stage in particular adjacent houses. Thanks to this, the architectonic and aesthetical cohesion of a row of houses or a housing estate with houses being at different stages of development is not disturbed.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Residential Or Office Buildings (AREA)

Abstract

The subject of the invention is the house developable upwards and the system of its extension. The house developable upwards that already at the design stage is adapted to the subsequent investment cycle, characterised by the fact, that after the first stage of building process the load-bearing structure of the building in the vertical intersection has got the shape of the "H&rdguo; or "h&rdquo,- letter or the shape close to them, and the horizontal line (2) is the line of the structural ceiling and/or a flat roof and/or a roof, below which there is situated the top and roofed-over closed storey, and above there is at least one load-bearing wall (1) or load-bearing structure forming a shield- for an optional terrace, and/or a garden situated on the roof, and/or a shield for the roofed over open storey, and/or a shield for the empty space over the roof, at the some time the load-bearing wall or the load-bearing (1) structure protruding above the built-over storey form an element binding the elements added on the top to the load-bearing structure of the building at the next stage of the construction process.

Description

House developable upwards and system of its extension
The subject of the invention is the house developable upwards and the system of its extension
One of the most important needs in the human being's life is to have a place ensuring a safe shelter, allowing for surviving in changing climatic conditions. Since the dawn of time, the human beings have been adapting caves and other natural shelters to his needs. Over the course of time, he has learnt how to build structures ensuring a more comfortable life. The building industry is one of the disciplines that has been continuously evolving and that still does not ensure dignified living conditions. This is inevitably related to insufficient financial means being in possession of particular people.
The most popular method of building a house is to build the whole object in one cycle. The drawback of this method is the necessity to collect the essential financial means in a short time. Also lack of adaptation of a building constructed in such a way to the changing conditions of a family's life is very often a problem. The solution allowing for elimination of this kind of problem is the houses that are possible to be built in stages. The most often used such method is the atrial house allowing for building on the next wings of the object until the closing of the object encircling the inner courtyard. Such solution, however, needs a relatively large area therefore building on the next storey is a frequent method of extension. In turn, this solution is insofar troublesome as it requires a serious interfering in the structure of the existing object that has not been earlier designed with the extension option.
The essence of the invention is the house developable upwards that already at the design stage is adapted to the subsequent investment cycle, characterised by the fact that after the first stage of building process the load-bearing structure of the building in the vertical intersection has got the shape of the "H" or "h" letter or the shape close to them, and the horizontal line is the line of the structural ceiling and/or a flat roof and/or a roof, below which there is situated the top and roofed-over closed storey, and above there is at least one load-bearing wall or load-bearing structure forming a shield for an optional terrace, and/or a garden situated on the roof, and/or a shield for the roofed over open storey, and/or a shield for the empty space over the roof. The load-bearing wall or the load-bearing structure protruding above the built- over storey form an element binding the elements added on the top to the load- bearing structure of the building at the next stage of the construction process. It is also essential that for supporting of elements of structural ceilings and/or flat roofs and/or roofs structures, in the load-bearing walls and/or in the load-bearing structures a strip of points of independent support is used, the load-bearing planes of which form a support plane for the structural ceiling and/or flat roof and/or roof, and these planes protrude from the load-bearing walls or the load-bearing structures and/or penetrate them. Advantageously, the support points form; shelves protruding from the load-bearing walls or the load-bearing structures, niches sunk in the load-bearing walls or the load-bearing structures or they are a combination of niches and shelves. There is also a possibility to join together the support points into shelves, niches or their combination running along the part or whole wall. It is also important that on the walls and/or structures added on the top of the top storey, there is a permanent or a movable roof, including sliding roof, put optionally that covers a part or the whole storey. It is also important that on or in the walls and/or structures added on the top, gutters and/or guides for the movable roofing are fitted optionally. It is also essential that the completion of the building process stage or the extension stage opens a possibility for extension in the future, including repeating of the cycle. It is also essential that optionally there is a possibility to prefabricate houses and/or their fragments and/or elements for building and/or extension of houses. The adopted solutions are applicable for building and extension of the top storeys of buildings.
The subject of the invention is depicted on the drawing on which the fig. 1 shows a simplified axonometric view of the load-bearing structure of the building, the figures 2-7 show different variants of the load-bearing structures protruding above the structural ceiling, and the fig. 8 shows an example fixing of the roof rafters and the floor beams in the niches made in the load-bearing walls, and the fig. 9 shows supporting of rafters on the shelves protruding from the walls. The fig. 10 shows the roof structure supported on the combination of niche-shelves. The figures 11, 12 and 13 show different variants of roofs. The fig. 14 shows a fragment of the wall structure equipped with gutter, and the figures 15, 16 and 17 show subsequent stages of the house extension. The fig. 18 shows a roofed-over one-storey house with walls added on the top, and the same house after the second stage of extension.
At the first stage of the house building process, over the closed roofed-over top storey of the building, above the structural ceiling and/or the flat roof and/or the roof, load-bearing walls or the load-bearing structures are erected optionally forming or aiding shield of the terrace and/or shield of the garden located on the roof, and/or a shield of the roofed-over open storey and/or a shield of the empty space over the roof and at the same facilitating the future extension by the upper storeys. The vertical section of the structure outlining the body of the building storey after the first stage of the building process, executed with the method according to the invention has got the shape of the "H" or the "h" letter or the shape close to it, where the vertical lines denote the opposite load-bearing walls or structures 1 , and the horizontal line denotes the structural ceiling and/or flat roof and/or the roof 2, below which there is the roofed-over closed part of the building, and above there is an open terrace and/or roofed-over open storey and/or empty space over the roof.
The load-bearing walls or structures added on the top can be made of any materials, can be of any shape and structure, can be added on the top over the whole or incomplete length of the wall, etc. These variants are shown on the figures 2-7.
For the functional needs, and in particular in order to meet the requirements imposed by the area development plan, the roof 5 of any shape supported on the walls or structural elements added on the top may be put over a part or the whole storey. Such roof may be permanent or movable, including also sliding roof. The example variants of such roofing are presented on the figures 11 , 12 and 13.
In order to support such elements of the structure as floor beams 2 or rafters of the roof, a strip of points of independent support 3 is used optionally, the load- bearing bases 4 of which protrude at adequate height outside the outline of walls. In different version of execution, the load-bearing bases 4 are sunk in the walls thus forming niches. This variant is presented on the fig. 8. The bases of the niches are the places of supporting of elements of the structural ceiling 2 structure, elements of the roof structure, etc. After disassembly, the rafters of the roof may be moved higher and supported on the strip of points of independent support situated higher, and load- bearing elements of the structural ceiling 2 are put in places of them. The Fig. 9 shows supporting of the roof rafters on the points of independent support 3 executed in the form of protruding shelves. The next figure shows a combination of two solutions. The shelf-niches are formed as a combination of shallower niches and shelves less protruding outside the wall 1 outline. The system of points of independent support facilitates quick and correct assembly of subsequent structural ceilings, flat roofs, etc., without the necessity of interference in the load-bearing structure of the building. At the same time, it protects against damages to the structure in case of disassembly of the roof for the purpose of putting it on the next storey.
In order to remove water dribbling from the roof, a gutter made of any material may be fitted on or in the wall and/or structure added on the top. This detail is shown on the fig. 14. The house can be built in stages depending on the needs and financial possibilities of investors. Starting from a very economical basic version with shielded terrace-garden, ending up with a multi-storey building. The next figures show the subsequent possible investment stages, and the fig. 15 shows the building after the
1s* stage of the building process, and the fig. 16 shows the same object after the 21^ stage of extension. The fig. 17 shows this building after the 3rc* stage of extension.
A very important advantage of such building method is the possibility of cohesive finishing of the faςade of the upper storey at the first stage of the construction process, regardless of the extension stage in particular adjacent houses. Thanks to this, the architectonic and aesthetical cohesion of a row of houses or a housing estate with houses being at different stages of development is not disturbed.

Claims

Claims
1. The house developable upwards that already at the design stage is adapted to the subsequent investment cycle, featured by the fact, that after the first stage of building process the load-bearing structure of the building in the vertical intersection has got the shape of the "H" or "h" letter or the shape close to them, and the horizontal line (2) is the line of the structural ceiling and/or a flat roof and/or a roof, below which there is situated the top and roofed-over closed storey, and above there is at least one load-bearing wall (1) or load- bearing structure forming a shield for an optional terrace, and/or a garden situated on the roof, and/or a shield for the roofed over open storey, and/or a shield for the empty space over the roof, and also the load-bearing wall or the load-bearing (1) structure protruding above the built-over storey form an element binding the elements added on the top to the load-bearing structure of the building at the next stage of the construction process.
2. The house according to Claim 1 , featured by the fact, that for supporting of elements of structural ceilings (2) and/or flat roofs and/or roofs structures, in the load-bearing walls (1) and/or in the load-bearing structures a strip of points of independent support (3) is used, the load-bearing planes (4) of which form a support plane for the structural ceiling (2) and/or flat roof and/or roof, and these planes protrude from the load-bearing walls (1) or the load-bearing structures and/or penetrate them.
3. The house according to Claim 1 , featured by the fact, that the support points (3) form shelves protruding from the load-bearing walls or the load-bearing structures.
4. The house according to Claim 1 , featured by the fact, that the support points (3) form niches sunk in the load-bearing walls or the load-bearing structures.
5. The house according to Claim 1 , featured by the fact, that the support points (3) form a combination of niches and shelves.
6. The house according to Claim 1 , featured by the fact, that there is also a possibility to join together the support points (3) into shelves, niches or their combination running along a part or the whole wall (1).
7. The house according to Claim 1 , featured by the fact, that on the walls (1) and/or structures added on the top of the top storey, there is a permanent or a movable roof (5), including sliding roof, put optionally that covers a part or the whole storey.
8. The house according to Claim 1 , featured by the fact, that on or in the walls and/or structures added on the top, gutters and/or guides for the movable roofing are fitted optionally.
9. The house according to Claim 1 , featured by the fact, that the completion of the building process stage or the extension stage opens a possibility for extension in the future, including repeating of the cycle.
10. The house according to Claim 1 , featured by the fact, that optionally there is a possibility to prefabricate houses and/or their fragments and/or elements for building and/or extension of houses.
11. The house according to Claim 1 , featured by the fact, that the adopted solutions are applicable for building process and extension of the top storeys of buildings.
EP06824405A 2005-12-08 2006-12-06 House developable upwards Withdrawn EP1996773A1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
PL378320A PL378320A1 (en) 2005-12-08 2005-12-08 Economical house with a possibility to be expanded upwards
PL379153A PL379153A1 (en) 2006-01-23 2006-01-23 System of independent house development
PCT/PL2006/000087 WO2007067081A1 (en) 2005-12-08 2006-12-06 House developable upwards

Publications (1)

Publication Number Publication Date
EP1996773A1 true EP1996773A1 (en) 2008-12-03

Family

ID=37831820

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06824405A Withdrawn EP1996773A1 (en) 2005-12-08 2006-12-06 House developable upwards

Country Status (3)

Country Link
EP (1) EP1996773A1 (en)
MX (1) MX2008007280A (en)
WO (1) WO2007067081A1 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2936262B1 (en) * 2008-09-23 2013-12-13 Rector Lesage METHOD FOR CONSTRUCTING A BUILDING, PREFABRICATED ELEMENT FOR IMPLEMENTING SAID METHOD AND BUILDING OBTAINED

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1119161A (en) * 1964-11-16 1968-07-10 John Bolton Improvements relating to prefabricated building structures
GB1246369A (en) * 1969-01-28 1971-09-15 Edgar Herbert Wood Multi-storey building assembly formed with pre-fabricated modules
CH551540A (en) * 1972-03-15 1974-07-15 Schmid Hermann BUILDING CREATED USING LARGE-FORMAT COMPONENTS.
CA1078640A (en) * 1975-10-08 1980-06-03 Zenon A. Zielinski Building system and precast module for use therein
LU77983A1 (en) * 1977-08-17 1978-02-13
FR2556761B1 (en) * 1983-12-16 1988-08-19 Bouygues Sa PREFABRICATED ELEMENT FOR CONSTRUCTION OF BUILDINGS AND CONSTRUCTION METHOD USING SUCH ELEMENTS
US4980999A (en) * 1988-07-27 1991-01-01 Terenzoni Robert S System for raising a roof

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO2007067081A1 *

Also Published As

Publication number Publication date
WO2007067081A1 (en) 2007-06-14
MX2008007280A (en) 2009-01-12

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