DE102007011557A1 - Full storey building is of polygonal plan shape, ideally octagonal, with flat, cantilever arches in form of single or multi storey full storey building - Google Patents

Abstract

The building has large, flat, cantilever curves of filigree steel reinforced concrete elements forming a totally closed, homogeneous and sealed structural body. It is a building of polygonal plan shape, ideally octagonal with flat, cantilever arches in the form of a single or multi storey full storey building.

Description

Known is that with moisture and pressing water only one white tub permanently and without great risks protects.

Known is also that conventional, self-supporting reinforced concrete slabs are limited to a span of up to 7.0 m.

at Prestressed precast floors can be spans up to 14.0 reach. However, no homogeneous and dense Make connection to the wall, but the ceiling panel must be more slippery be stored.

Known is that vault forms with an elaborate and complete suburban formwork incl. subframe, or with one free-standing reinforcement and shotcrete. Also it is known that with regard to the Wärmeleitflusses a right-angled outer corner shape in plan, rather unfavorable acts.

Source:

• book "Building construction" Vieweg Verlag, 15th edition, Braunschweig 2001 Chapter: Building protection - Moisture protection Walls - Concrete walls, ... Ceilings - Stone, concrete and steel ceilings Structures - Wall construction, ... Roofs - Reinforced concrete roof structures
• book "Baukonstruktion" Werner Verlag, 4th edition, Dusseldorf 1997 Chapter: B 2.3 Vaults, domes B 7 Reinforced concrete construction D 3 Building physics requirements E 2 Floor slabs requirement G 3.5 Planted roofs Further books on the subject:
• "Neufert Bauentwurfslehre" Vieweg Verlag, 35. Edition, Brunswick 1998
• "Reinforced concrete construction currently" Bauwerk Verlag, Berlin 2006 and 2007
• "Art and Technique of Vaulting" Publisher Georg D. W. Caliwey, Munich 1965
• "Construction tables for engineers" Werner Publisher, 13th edition, Dusseldorf 1998

Of the specified in claim 1 invention is based on the problem a full-storey building with a large, flat, self-supporting roof and sufficient from the roof construction Slope to create so that it heaped up and green soil permanently waterproof and wasserableitend is and all private and commercial needs as well also best meets structural and static specifications and environmental and economic aspects.

outgoing The purpose of the prior art is to provide the invention according to claim 1, a vault-like full-story building completely made of waterproof concrete from prefabricated partial elements for wall and large, flat, cantilevered vault, and the floor slab in front Poured place, leaving a more closed, denser and more homogeneous Structure of floor slab, walls and ceiling or Roof created explains also in kind of a white one Tub with integrated dense vaulted roof.

The The resulting building is waterproof and well-formed for a natural unrestricted Drainage.

Consequently creates a roof or the ceiling with a large Span through a cantilevered, comfortably flat vault, also in compliance with a rigid and sealed ceiling wall connection.

Around To achieve a fast and economical construction, this is only via completely assembled precast elements incl. Vault elements, which are then homogeneous with waterproof concrete can be connected, possible.

First by the vault shape of the roof is the homogeneity of the concrete in this area so far improved that they cracking counteracts, and thus an important part of Impermeable to water.

By a preferred octagonal shape in the plan becomes an entire, dense, closed and homogeneous structure with all Advantages achieved for statics and building physics.

By This floor plan can be very good daylight for the entire room illumination through the window openings on all exterior walls, without rooflight domes to be instructed!

in addition comes that the room layout at any time for homely or change other needs, without affecting the statics, as no load bearing Partitions are required.

It a self-contained body is produced, the Permanently resists moisture and carries large loads over Exterior walls and foundation evenly forwarded to the ground. The closed round reinforced concrete body leaves no artificial and thus possibly harmful Radiation z. From telecommunications, inside the building, so that the human well-being is not impaired becomes.

Further benefits in short order

It Can large ceiling and roof spans without Supports or supports on economic and yet conventional manner are produced.

By the prefabricated prefabricated elements can be the basic building make fast.

It is a homogeneous structure of floor slab, exterior walls and vaulted ceiling (roof), without depending on load-bearing Interior walls (simple stable design) to be.

Of the Chimney is permanently sealed and tightly enclosed.

By the full storey height, also in the outdoor areas, is a spatial use over the entire area possible.

The Spatial usage may also be in relation to the particular Terrain, flexibly adapted without major additional costs become. Skylights can be added.

By the large body and appropriate choice The interior walls allow the entire space, despite possibly heated floors, also with a central fireplace.

Around possibly to counteract the earth radiation or to absorb it, Cork meal can be installed on the bottom plate.

There it will be built as a single storey building at ground level can, it is also for the disabled and age-appropriate Use in public and private areas ideally suited.

Out the land cultivated from it is a natural recovery to reach the building, and thus good and ecological to integrate into the environment.

The Building has grown climatic changes and thus also well suited for cold and hot Locations.

By The massive and heavy construction is noise and sound insulation safely guaranteed.

One Healthy living environment is ensured.

low Heating costs are guaranteed

The Buildings and their building materials are going through the soil and the canopy construction in front of external natural Influences, such. As well as UV rays protected.

A advantageous embodiment of the invention is in claim 2 to 6 indicated.

The Training according to claim 2 allows the Weak point for a leaky connection to the chimney, to completely eliminate even on a long run.

The Training according to claim 3 allows a In addition, securing the tightness to achieve and at the same time the corners, joint plates and bands or swelling bands and hoses against external influences to protect. By enclosing the entire building with seal, insulation and partly with soil this becomes liquid seal against ultraviolet rays again be protected.

The Training according to claim 4 allows a positive influence on the natural heat flow and temperature history to take the most part to dissipate the resulting rainwater deliberately steered and other natural influences such as snow showers and to counteract wind.

The Training according to claim 5 allows a permanent and necessary surcharge for the vault construction, a natural design, heat and sound insulation and also influences the natural as in claim 4 Heat flow and temperature profile.

The Training according to claim 6 allows the versatile Use of the building through a flexible room layout, a ground-level use of space and a good adaptation to the natural environment.

One Embodiment of the invention is in the drawing and is described in more detail below:

It demonstrate

I Perspective view of a residential building according to claim I as a water-impermeable bodyshell including foundation

II Cross section AA from plan of the IV with only prefabricated sub-elements

III Floor plan of IV , only prefabricated subelements

IV Floor plan as octagon according to the I with canopy and terrace

V Cross section AA from plan of the IV with canopy and terrace

VI Detail chimney change according to claim 2

VII Detail for additional seal on connecting joints according to claim 3

VIII Detail canopy construction according to claim 4

IX Photographic model shown as a line drawing, according to claim 1-6

It follows the explanation of the invention with corresponding Reference points, based on the aforementioned drawings.

According to the drawing is in the I - IX an inventive house given as an example, which represents an octagonal shape in plan.

In the I is the building purely without attachments, as a closed, watertight and insulated raw building ( 1 ) inclusive strip foundation ( 6 ) according to claim I.

II provides in cross section purely the precast concrete precast elements ( 2.1 ) and ( 3.1 ) of the outer walls ( 2 ), and the vault ( 3 ) not closed with chimney ( 4 ), on an already finished, impermeable reinforced concrete floor slab ( 5 ) with strip foundation ( 6 ).

III represents only the prefabricated reinforced concrete elements in the plan or plan view. In the octagonal plan of the IV is a spatial division of the residential building with a total floor area of approximately 150 m ² shown, including canopy construction ( 7 ) and terrace ( 8th ).

In V is the finished house complete with covered soil ( 9 ) shown in section.

The VI gives the chimney formwork ( 4.1 ) for the residential house again.

The additional low-viscosity seal ( 10 ) z. B. on the bottom plate ( 5 ) - wall connection ( 2 ), is in VII specified.

The detail of the canopy construction ( 7 ) is in VIII , as a pure reinforced concrete part with graded anchoring steels ( 7.3 ).

In IX is a built model as a residential house with garage and carport in line drawing reproduced.

The octagonal building after I - IX and claims 1-6 is as a one-storey, fully-fledged residential building with a ceiling height of over 2.10 on the outer walls ( 2 ) and with an inner edge length of about 6.0 m.

The building stands on a strip foundation ( 6 ) serving as a frost apron and good load distribution on the ground and. The strip foundation is finished with a waterproof concrete floor plate ( 5 ), including cleanliness layer ( 5.2 ) with sealing ( 5.1 ).

The supernatants of the reinforced concrete floor slab ( 5.3 ) are used for load-bearing the canopy construction and are carried out on a slope (away from the building). Necessary joint tapes or swelling tapes ( 12 ) are installed accordingly.

The outer walls ( 2 ) are used as partial element wall ( 2.1 ) (as a triple wall) according to the plan, and with impermeable in-situ concrete ( 2.2 ) connected to a monolithic wall cross section, so that a tight connection with the bottom plate ( 5 ) over the joint plates ( 12 ). is reached. At the top of the wall are again ect. installed for the vaulted ceiling connection.

The flat vault ( 3 ) is made up of several subelements ( 3.1 ) as a kind of double vault on the outer wall ( 2 ) and on appropriately distributed concreting support (yokes) and central formwork supports ( 13 ) including suburban shuttering, which are then connected with reinforcement and impermeable in-situ concrete, including the chimney formwork, ( 4.1 ) and built-in joint plates.

The chimney formwork ( 4.1 ) loud VI is not manufactured and concreted as a prefabricated element, but by a handmade suburban formwork. The reshaping extends from the vault to the top of the chimney. The top of the chimney is protected by a cover ( 4.2 ) Mistake.

After a long drying time of the Betonrohbaukörpers, all concreting connections are loud VII - Wall-floor connection with low-viscosity epoxy resin seal ( 10 ), so that the waterstops ect. receive additional protection.

Then the shell gets from the outside a total area sealing ( 3.3 ) as a vapor barrier and is the following with a thermal composite system ( 3.4 ) Mistake. This creates a dense, thermally insulated residential building with good regulating memory core.

To further building physical influences counteract, and create a natural look with filled soil is loud VIII a canopy construction ( 7 ) necessary. In this case, the reinforced concrete structure is attached to the provided insulating facade on the floor plate projections ( 5.3 ) and anchoring steels ( 7.3 ) connected to the outer wall.

The Anchoring steels are installed on inclines, so that possibly moisture does not enter the load-bearing wall construction penetrates the building.

This construction is carried out for the retention of the soil by lateral wall protection walls ( 7.2 ), which are pulled up so far that they pass into an arcuate canopy. The finished overall construction ( 7 ) is good in IX to recognize.

The canopy is equipped with a parapet ( 7.1 ) and corresponding slope, so that the accumulated water can be discharged accordingly.

These Awning construction is integrated into the seal, and the Connecting joints accordingly against external influences protected.

By carrying out a steeper slope of the soil ( 9 ) between the insides of the wall protection walls ( 7.2 ), concrete blocks are installed to stabilize the soil. Between the stones are drainage lines ( 11 ) removed from the canopy construction and the roof surface and incorporated into the drainage system.

Loud IV is to be taken from a possible room layout or use of space, as well as the choice of the location of the adjacent fireplace, which is created for a good overall spatial Ausheizung. The fireplace is connected to the underfloor heating and thus counts as alternative heating or replacement heating to the generally connected heat pump.

For a larger light output, the vertical window lights can widen conically towards the inside, as well as in IV Reference ( 2.3 ) is indicated.

In IX It shows how well this building can be integrated into any landscape and, in return for the currently standardized buildings, achieves a better sense of home.

Just in this day and age, the danger of climate change and on and on scarce raw materials, this building example represents with all its advantages a realistic, energy efficient and future-proof house or for other use.

This building according to the invention is not on bound certain dimensions. A lot of changes is possible deviating from the above-described invention example.

Just a standardization in series production z. B. in the ideal octagonal building form, would understandably lead to a reduction of the cost price.

1

Structural work building according to claim 1

2

exterior walls Total according to claim 1

2.1

Exterior wall - single Precast reinforced concrete elements (for a triple wall)

2.2

Exterior wall - impermeable to water In-situ concrete including reinforcement

2.3

Exterior wall - hint the conical window lights

3

vault Total according to claim 1

3.1

Vault - single Precast reinforced concrete elements (for a double arch)

3.2

Vault - impermeable to water In-situ concrete including reinforcement

3.3

Vault - outer wall - sealing

3.4

Vault - exterior wall - thermal insulation

4

chimney

4.1

Schornsteinumschalung according to claim 2

4.2

chimney cover

5

Stahbetonbodenplatte

5.1

seal baseplate

5.2

subbase

5.3

supernatants the reinforced concrete floor slab with fill

6

strip foundation

7

canopy construction according to claim 4

7.1

Attica or flat roof edge of the canopy

7.2

Wall barriers of the canopy for the soil

7.3

anchoring steels

8th

terrace

9

soil according to claim 5

9.1

drain layer

10

seal according to claim 3

11

drainage line

12

Metal water-bands or swelling tubing

13

opening conditioned by the manufacture of the vault elements, and will closed with a local formwork and in-situ concrete

QUOTES INCLUDE IN THE DESCRIPTION

This list The documents listed by the applicant have been automated generated and is solely for better information recorded by the reader. The list is not part of the German Patent or utility model application. The DPMA takes over no liability for any errors or omissions.

Cited non-patent literature

• - "Structural Engineering" Vieweg Verlag, 15th edition, Braunschweig 2001 [0004]
• - "Baukonstruktion" Werner Verlag, 4th edition, Dusseldorf 1997 [0004]
• - "Neufert Bauentwurfslehre" Vieweg Verlag, 35th edition, Braunschweig 1998 [0004]
• - "Concrete construction currently" Bauwerk Verlag, Berlin 2006 and 2007 [0004]
• - "Art and Technology of Vaulting" Publisher Georg DW Caliwey, Munich 1965 [0004]
• - "Construction tables for engineers" Werner Verlag, 13th edition, Dusseldorf 1998 [0004]

Claims (6)

Full-storey building with large, flat, self-supporting vaults made of filigree reinforced concrete precast elements to an overall closed, homogeneous and dense structure, characterized by, construction of polygonal buildings in plan, most ideally an octagon with flat, cantilevered vaults, composed as a one or more storeyed storey filigree reinforced concrete precast elements for vaults and external walls with appropriate reinforcement, Joint tapes, sheets, or swelling tapes, hoses, on a reinforced concrete floor slab and complete with impermeable Concrete potted, and an outer shell with waterproofing as well a moisture-resistant insulation provided as core insulation or as a heat-bonding system. Full storey building according to claim 1, characterized by a dense sheathing of the chimney, starting from the vault to the chimney top, out impermeable reinforced concrete homogeneous and firm with the Vault connected and from the outside with a seal Mistake. Full-story building according to claim 1 and / or 2, characterized in that the connecting joints of the Each building additionally with a thin liquid, diffusing, but not dwindling sealing material, according to the Dehydration or shrinkage of the concrete, but before the execution the surface seal and insulation, from the outside to be shed. Full-story building according to claim 1 and / or 2 to 3, characterized by a canopy construction made of reinforced concrete, masonry or wood, with a vaulted Roof, going over to side wall protection walls, and total standing on the supernatants of the bottom plate, including appropriate slope, attic or flat roof edge and anchoring steels to the exterior walls. Full storey building according to claim 1 and / or 2 to 4, characterized by, a partial or complete Greening of the roof surface on the created vault construction and in partial wall areas, held by the flat roof edge and wall protection walls the canopy construction, as well as additional installation of Concrete blocks for further stabilization of the built-in soil between the wall protection walls. Full storey building according to claim 1 and / or 2 to 5, characterized, that one the Building uses as follows, a) single dwelling house, housing estate and settlement, b) Pensions, restaurants, resorts, hotels, c) child, school or teaching facilities, d) Elderly and disabled facilities.