CN103046769A - High-cost-performance building technology with double-curvature-arch floors and energy-saving walls - Google Patents
High-cost-performance building technology with double-curvature-arch floors and energy-saving walls Download PDFInfo
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- CN103046769A CN103046769A CN2011103053721A CN201110305372A CN103046769A CN 103046769 A CN103046769 A CN 103046769A CN 2011103053721 A CN2011103053721 A CN 2011103053721A CN 201110305372 A CN201110305372 A CN 201110305372A CN 103046769 A CN103046769 A CN 103046769A
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Abstract
The invention provides high-cost-performance building technology with double-curvature-arch floors and energy-saving walls. The high-cost-performance building technology is characterized in that aerated concrete building block non-bearing heat preservation walls and right angular reinforced concrete load-bearing columns, T-shaped reinforced concrete load-bearing columns, cross-shaped reinforced concrete load-bearing columns and beam slabs with flat upper portions, double-curvature-arch lower portions, thin middle portions and thick peripheries form whole floors, wherein the aerated concrete building block non-bearing heat preservation walls are connected through the right angular reinforced concrete load-bearing columns, the T-shaped reinforced concrete load-bearing columns, the cross-shaped reinforced concrete load-bearing columns and the beam slabs. The high-cost-performance building technology is applicable to all light and livable units. Buildings built through the technology has the advantages of being energy-saving, environment-friendly, strong in structure, low in cost and large in effective use area.
Description
One, technical field:
The invention belongs to building field, relate to a kind of energy saving building technical scheme of new construction, relate in particular to a kind of high performance-price ratio Building technology with double curvature arch floor and energy-saving wall.
Two background technologies:
At present for energy-saving and emission-reduction, environmental protection, country has proposed energy-conservation 65% new design standard aspect building energy conservation.Must new breakthrough be arranged at the thermal isolation technique of exterior wall for reaching this rigid index, reason is: exterior wall is that each building and extraneous contact area are maximum, the most serious part of the inside and outside interchange of heat of wall, the energy-saving effect that therefore improves to greatest extent under the premise that security is guaranteed exterior wall is whole building building energy conservation key up to standard.
The technical scheme of current building with brick-concrete structure is at present: use the brick load bearing wall of clay on the basis, the intersection of wall establishes reinforced concrete upright column, it is steel concrete plate formula site floor slab casting on the load bearing wall, in the again foamed plastic pasting plate insulation of the outside of wall, the defective of this technical scheme is: loam brick comprises its fire not only and will damage a large amount of land resources of structural clay tile, and be high energy consumption, high pollution, and the heat insulation heat preservation energy-saving weak effect of brick.The plastic foamboard of outer wall pasting is not only inflammable thing can conflagration when fire, also can produce a large amount of toxic gases, often causes the heavy losses of property and casualties.Not only ratio thick but also brick is great owing to clay tile wall simultaneously, and therefore larger in the aspects such as basis, structure, materials input, cost performance is relatively poor.
Three, summary of the invention:
For the brick-and-concrete buildings that solves loam brick load bearing wall and slab floor energy-conservation, environmental protection, the defective of the each side such as cost performance, reach energy-conservation 65% national new building standard, the present invention proposes a kind of high performance-price ratio Building technology with double curvature arch floor and energy-saving wall, itself and the total essential features of building with brick-concrete structure building structure of implementing now are: all be by the body of wall on the basis, the floor at column and top thereof forms, it is characterized in that and the present invention has the high performance-price ratio Building technology scheme of double curvature arch floor and energy-saving wall: building is by the non-bearing gas concrete insulated wall on the basis, non-square column type steel concrete load-bearing pillar and beam, the whole floor of the double curvature arch of plate unification and complete bright livable room form
Described non-bearing gas concrete insulated wall technology is different from immediate loam brick bearing wall and adds the combined wall technology of sticking foam insulation and outer protective surface; it is characterized in that: the gas concrete sheet material in the wall that air-entrained concrete building block is built into and the reinforced cement concrete beam that is laid in, the post outside; only play the partition heat preservation function effect; and do not play the load-bearing effect and can be directly within it, external surface smears decorative layer
Described non-square column type steel concrete load-bearing pillar technology is different from immediate existing current bearing column and is the square column type technology, it is characterized in that: the load-bearing pillar on the corner is comprised of right angle type concrete bearing post and interior right angle type reinforcing bar cover, and the load-bearing pillar of intersection is comprised of T font concrete bearing post and inner T font reinforcing bar cover between the wall, or cross concrete bearing post and inner cross reinforcing bar cover composition
The whole floor technology of the double curvature arch of described beam, plate unification is different from immediate existing current flat whole floor technology, it is characterized in that: four limits that doubled as collar tie beam by each aerated concrete block work top, room are thick, intermediate thin, upper flat, the whole floor of lower double curvature arch concrete, there is the upper flat of same shape its inside, and lower double curvature arch reinforcing bar net forms
Described complete bright livable room is characterized in that: bright chamber, the bright Room, bright kitchen, Ming Wei, north and south permeation, big living room and small bedroom does not have the three face walls self-contained flat in room outwardly, not only the area of indoor external enwergy interchange of heat is minimum but also gone out maximum usable floor area with the shortest circummure for it, gas concrete non-bearing vertical partition wall thinner than brick 24CM wall and that soundproof effect is good makes the ratio of usable floor area and building area larger, and the large bay heat insulation window of south orientation can utilize sunshine to greatest extent.
Four, beneficial effect:
The present invention and the existing brick mix structure outside add the building of foam plastic heat-insulating board layer, compare to have significant beneficial effect:
1, energy-conservation:
The embodiment house type of dwelling house quasi-representative in the building of the present invention, because do not have three to face outer room, it is long-pending to have reduced to greatest extent the hot cross surface of indoor and outdoor, air-entrained concrete building block and sheet material only improve several times for 0.11-0.20W/MK heat preservation and soundproof effect than brick and plain bars cement concrete because its stem body hole reaches the 70-80% coefficient of thermal conductivity, south orientation large bay heat insulation window can utilize sunshine to greatest extent simultaneously, so energy-saving effect is very remarkable.
2, environmental protection:
Air-entrained concrete building block and sheet material and cement concrete all be the natural inorganic thing do not contain hazardous substance and also refractoriness good, can not burn, and the plastic foamboard heat insulating material not only inflammable but also burning velocity be exceedingly fast, also can when burning, produce a large amount of toxic gases, often when fire, cause property and personnel's massive losses.The raw materials for production of air-entrained concrete building block are to utilize the production waste coal ash powder manufacturing of power plant and China is as main now take thermoelectricity in addition, this technology can turn waste into wealth, promote recycling economy development, opposite loam brick production not only will be damaged in a large number can not immature soil ground resource but also be to fire in high energy consumption, the high pollution situation in brickkiln with coal, so environmental protection, energy-saving and emission-reduction and Economic model are huge.
3, cost performance is high:
The dry volume density of air-entrained concrete building block is 300-800kg/ rice
3Be 1/5 of ordinary concrete, 1/4 of loam brick, 1/3 of hollow brick.Compare new solution with the technical scheme of clay tile wall, square column, square beam, flat floor under same heat insulation effect, thickness of wall body can be reduced more than 1/4, thereby the deadweight that has not only enlarged the usable floor area in house but also can significantly alleviate building has reduced basis and structure dimension, greatly reduce building costs and room rate, and right angle type steel concrete load-bearing pillar, T Zee bar steel Z reinforced concrete load-bearing pillar, cross steel concrete load-bearing pillar has stronger antiseismic ability than square steel concrete load-bearing pillar.This embodiment of the invention simultaneously: the self-contained flat that complete bright two Room, a Room, a kitchen, are defended is not only livable but also with the shortest wall, cross the usable floor area of maximum, so cost performance is the highest.
4, description of drawings:
Fig. 1: the local room of building centre section structure schematic side view
Fig. 2: perspective diagram before the local outer wall structure of building of building
Fig. 3: the block construction schematic top plan view is defended in local two Room of building, a Room, a kitchen,
Among the figure: the 1-basis
2-right angle type concrete bearing post
3-right angle type reinforcing bar cover
4-T font concrete bearing post
5-T font reinforcing bar cover
6-cross concrete bearing post
7-cross reinforcing bar cover
The whole floor of upper flat, the lower double curvature arch concrete of 8-
Upper flat, the lower double curvature arch reinforcing bar net of 9-
10-gas concrete fragment of brick
11-gas concrete sheet material
The 12-decorative layer
The 13-heat insulation window
5, the specific embodiment:
Below in conjunction with accompanying drawing the embodiment of full a kitchen and a guard unit, one Room, bright two Room house type to technical scheme of the present invention described in detail
A kind of high performance-price ratio Building technology with double curvature arch floor and energy-saving wall, itself and the total essential features of building with brick-concrete structure building structure of implementing now are: all be by the body of wall on the basis 1, the floor at column and top thereof forms, and the present invention has the high performance-price ratio Building technology scheme of double curvature arch floor and energy-saving wall and it is characterized in that: building is by the non-bearing gas concrete insulated wall on the basis 1, non-square column type steel concrete load-bearing pillar and beam, the whole floor of the double curvature arch of plate unification and complete bright livable room form
Described non-bearing gas concrete insulated wall technology is different from immediate loam brick bearing wall and adds the combined wall technology of sticking foam insulation and outer protective surface; it is characterized in that: the gas concrete sheet material 11 in the wall that air-entrained concrete building block is built into and the reinforced cement concrete beam that is laid in, the post outside; only play the partition heat preservation function effect; and do not play the load-bearing effect and can be directly within it, external surface smears decorative layer 12
Described non-square column type steel concrete load-bearing pillar technology is different from immediate existing current bearing column and is the square column type technology, it is characterized in that: the load-bearing pillar on the corner is comprised of right angle type concrete bearing post 2 and interior right angle type reinforcing bar cover 3, and the load-bearing pillar of intersection is comprised of T font concrete bearing post 4 and inner T font reinforcing bar cover 5 between the wall, or cross concrete bearing post 6 and inner cross reinforcing bar cover 7 compositions
The whole floor technology of the double curvature arch of described beam, plate unification is different from immediate existing current flat whole floor technology, it is characterized in that: four limits that doubled as collar tie beam by each room air-entrained concrete building block 10 walls top are thick, intermediate thin, upper flat, the whole floor 8 of lower double curvature arch concrete, there is the upper flat of same shape its inside, and lower double curvature arch reinforcing bar net 9 forms
Described complete bright livable room is characterized in that: bright chamber, the bright Room, bright kitchen, Ming Wei, north and south permeation, big living room and small bedroom does not have the three face walls self-contained flat in room outwardly, not only the area of indoor external enwergy interchange of heat is minimum but also gone out maximum usable floor area with the shortest circummure for it, gas concrete non-bearing vertical partition wall thinner than brick 24CM wall and that soundproof effect is good makes the ratio of usable floor area and building area larger, and the large bay heat insulation window 13 of south orientation can utilize sunshine to greatest extent.
More than being preferred embodiment of the present invention, is not that the present invention is done any pro forma restriction, any simple modification that every foundation technical spirit of the present invention is done above embodiment, and equivalent variations and modification are in the scope of technical solution of the present invention.
Claims (5)
1. high performance-price ratio Building technology with double curvature arch floor and energy-saving wall, itself and the building with brick-concrete structure of implementing now, the total essential features of building structure is: all be by the body of wall on the basis (1), the floor at column and top thereof forms, and the present invention has the high performance-price ratio Building technology scheme of double curvature arch floor and energy-saving wall and it is characterized in that: building is by the non-bearing gas concrete insulated wall on the basis (1), non-square column type steel concrete load-bearing pillar and beam, the whole floor of the double curvature arch of plate unification and complete bright livable room form
2. described non-bearing gas concrete insulated wall technology is different from immediate loam brick bearing wall and adds the combined wall technology of gluing foam insulation and outer protective surface; it is characterized in that: the gas concrete sheet material (11) in the wall that air-entrained concrete building block is built into and the reinforced cement concrete beam that is laid in, the post outside; only play the partition heat preservation function effect; and do not play the load-bearing effect and can be directly within it, external surface smears decorative layer (12)
3. described non-square column type steel concrete load-bearing pillar technology is different from immediate existing current bearing column and is the square column type technology, it is characterized in that: the load-bearing pillar on the corner is by right angle type concrete bearing post, (2) reach interior right angle type reinforcing bar cover, (3) form, and the load-bearing pillar of intersection is by T font concrete bearing post between the wall, (4) and inner T font reinforcing bar cover, (5) form, or cross concrete bearing post, (6) and inner cross reinforcing bar cover, (7) form
4. the whole floor technology of double curvature arch of described beam, plate unification is different from immediate existing current flat whole floor technology, it is characterized in that: four limits that doubled as collar tie beam by each room air-entrained concrete building block (10) wall top are thick, intermediate thin, upper flat, the whole floor (8) of lower double curvature arch concrete, there is the upper flat of same shape its inside, and lower double curvature arch reinforcing bar net (9) forms
5. described complete bright livable room is characterized in that: bright chamber, the bright Room, bright kitchen, Ming Wei, north and south permeation, big living room and small bedroom does not have the three face walls self-contained flat in room outwardly, not only the area of indoor external enwergy interchange of heat is minimum but also gone out maximum usable floor area with the shortest circummure for it, gas concrete non-bearing vertical partition wall thinner than brick 24CM wall and that soundproof effect is good makes the ratio of usable floor area and building area larger, and the large bay heat insulation window (13) of south orientation can utilize sunshine to greatest extent.
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| CN201110305372.1A CN103046769B (en) | 2011-10-11 | 2011-10-11 | A kind of building with double curvature arch floor and energy-saving wall |
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| CN201110305372.1A CN103046769B (en) | 2011-10-11 | 2011-10-11 | A kind of building with double curvature arch floor and energy-saving wall |
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| CN103046769B CN103046769B (en) | 2015-12-02 |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104328854A (en) * | 2013-07-23 | 2015-02-04 | 李乔林 | Arch crown house building |
| CN111734032A (en) * | 2020-06-23 | 2020-10-02 | 湖南城市学院 | Beamless floor structure with double-curved arch shell and construction method thereof |
| CN111734033A (en) * | 2020-06-23 | 2020-10-02 | 湖南城市学院 | Floor system structure with prefabricated double-curved arch shell and construction method thereof |
| CN112064852A (en) * | 2020-06-23 | 2020-12-11 | 湖南城市学院 | Floor system structure with double-curved arch shell and construction method thereof |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1183129A (en) * | 1995-02-28 | 1998-05-27 | 安德烈·马里奥·斯托杜尔卡 | A method of constructing a suspended floor |
| RU2285093C1 (en) * | 2005-05-03 | 2006-10-10 | Геннадий Григорьевич Силантьев | Envelope wall structure |
| CN2861329Y (en) * | 2005-08-30 | 2007-01-24 | 杨兴贵 | Arc precast cement floor slab |
| CN1963104A (en) * | 2006-12-08 | 2007-05-16 | 北京工业大学 | Profiled steel concrete profiled pile and method for making same |
| CN201372484Y (en) * | 2009-03-11 | 2009-12-30 | 王建军 | Building with light steel structure |
| CN201679116U (en) * | 2010-05-10 | 2010-12-22 | 北京交通大学 | Frame-non-load bearing gridiron composite wall structural system |
| CN102134878A (en) * | 2011-03-02 | 2011-07-27 | 王建军 | Compound sandwich layer assembled building |
-
2011
- 2011-10-11 CN CN201110305372.1A patent/CN103046769B/en not_active Expired - Fee Related
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1183129A (en) * | 1995-02-28 | 1998-05-27 | 安德烈·马里奥·斯托杜尔卡 | A method of constructing a suspended floor |
| RU2285093C1 (en) * | 2005-05-03 | 2006-10-10 | Геннадий Григорьевич Силантьев | Envelope wall structure |
| CN2861329Y (en) * | 2005-08-30 | 2007-01-24 | 杨兴贵 | Arc precast cement floor slab |
| CN1963104A (en) * | 2006-12-08 | 2007-05-16 | 北京工业大学 | Profiled steel concrete profiled pile and method for making same |
| CN201372484Y (en) * | 2009-03-11 | 2009-12-30 | 王建军 | Building with light steel structure |
| CN201679116U (en) * | 2010-05-10 | 2010-12-22 | 北京交通大学 | Frame-non-load bearing gridiron composite wall structural system |
| CN102134878A (en) * | 2011-03-02 | 2011-07-27 | 王建军 | Compound sandwich layer assembled building |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104328854A (en) * | 2013-07-23 | 2015-02-04 | 李乔林 | Arch crown house building |
| CN111734032A (en) * | 2020-06-23 | 2020-10-02 | 湖南城市学院 | Beamless floor structure with double-curved arch shell and construction method thereof |
| CN111734033A (en) * | 2020-06-23 | 2020-10-02 | 湖南城市学院 | Floor system structure with prefabricated double-curved arch shell and construction method thereof |
| CN112064852A (en) * | 2020-06-23 | 2020-12-11 | 湖南城市学院 | Floor system structure with double-curved arch shell and construction method thereof |
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| CN103046769B (en) | 2015-12-02 |
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Granted publication date: 20151202 Termination date: 20201011 |