CN101736809A - Spatial light steel reinforced concrete frame building and construction method thereof - Google Patents
Spatial light steel reinforced concrete frame building and construction method thereof Download PDFInfo
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- CN101736809A CN101736809A CN201010104259A CN201010104259A CN101736809A CN 101736809 A CN101736809 A CN 101736809A CN 201010104259 A CN201010104259 A CN 201010104259A CN 201010104259 A CN201010104259 A CN 201010104259A CN 101736809 A CN101736809 A CN 101736809A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 221
- 239000010959 steel Substances 0.000 title claims abstract description 221
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 48
- 238000010276 construction Methods 0.000 title claims abstract description 21
- 239000004567 concrete Substances 0.000 claims abstract description 40
- 239000004744 fabric Substances 0.000 claims abstract description 13
- 238000000034 method Methods 0.000 claims abstract description 6
- 230000002787 reinforcement Effects 0.000 claims description 13
- 230000015572 biosynthetic process Effects 0.000 claims description 9
- 238000003466 welding Methods 0.000 claims description 8
- 238000009413 insulation Methods 0.000 claims description 7
- 230000008878 coupling Effects 0.000 claims description 6
- 238000010168 coupling process Methods 0.000 claims description 6
- 238000005859 coupling reaction Methods 0.000 claims description 6
- 239000002131 composite material Substances 0.000 claims description 5
- 238000009416 shuttering Methods 0.000 claims description 5
- 239000012530 fluid Substances 0.000 claims description 4
- 238000007789 sealing Methods 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims description 3
- 238000005266 casting Methods 0.000 claims description 2
- 239000011810 insulating material Substances 0.000 claims description 2
- 238000004519 manufacturing process Methods 0.000 abstract description 7
- 238000005516 engineering process Methods 0.000 abstract description 5
- 229910000746 Structural steel Inorganic materials 0.000 abstract 2
- 239000011148 porous material Substances 0.000 abstract 2
- 239000002184 metal Substances 0.000 description 5
- 238000010586 diagram Methods 0.000 description 3
- 241000251468 Actinopterygii Species 0.000 description 2
- 238000005452 bending Methods 0.000 description 2
- 238000002788 crimping Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- QTCANKDTWWSCMR-UHFFFAOYSA-N costic aldehyde Natural products C1CCC(=C)C2CC(C(=C)C=O)CCC21C QTCANKDTWWSCMR-UHFFFAOYSA-N 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000008397 galvanized steel Substances 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- ISTFUJWTQAMRGA-UHFFFAOYSA-N iso-beta-costal Natural products C1C(C(=C)C=O)CCC2(C)CCCC(C)=C21 ISTFUJWTQAMRGA-UHFFFAOYSA-N 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000011490 mineral wool Substances 0.000 description 1
- 229920006389 polyphenyl polymer Polymers 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 230000007115 recruitment Effects 0.000 description 1
- 238000010792 warming Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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- 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
- E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
- E04B1/161—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with vertical and horizontal slabs, both being partially cast in situ
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/08—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Reinforcement Elements For Buildings (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention relates to a spatial light steel reinforced concrete frame building and a construction method thereof, belonging to the technical fields of the building and construction technology thereof. The building of the invention comprises wall spatial light steel frames, floor slab spatial light steel frames and concrete, wherein the wall spatial light steel frames and the floor slab spatial light steel frames are connected with each other to constitute a polyhedral spatial light steel frame, concrete is filled in the spatial light steel frames to form building units; a building unit or a plurality of building units constitutes the spatial light steel reinforced concrete frame building; and the wall spatial light steel frames and the floor slab spatial light steel frames are both composed of a plurality of drawing pore structural steel sections which are arranged in intervals and a welded steel fabric which is used to weld the drawing pore structural steel sections together. The invention substantially improves the steel mesh frame so that the building of the invention has the advantages that the process is simple, the investment of the production equipment is low, the steel is saved, the labor cost is reduced, etc.
Description
Technical field
The invention belongs to building and building technology field thereof, relate in particular to the spatial light steel reinforced concrete frame building and the construction method thereof that are used for cast-in-situ concrete.
Background technology
The common structure system of building dwelling house at present has masonry structure, steel work, wooden construction, concrete structure (concrete structure type branch frame construction, frame structure, special-shape column structure, cast-in-situ steel reinforced concrete shear wall structure, prefabricated assembling concrete shear wall structure etc.).
Few at the China's timber natural resource, wooden construction is used few.Steel work is because the cost height is used also few.Though the masonry structure extensive use only is fit to build low layer or multistory building.
Concrete structure not only can be built low layer and multistory building, more is adapted to build highrise building.The tradition monolithic reinforced concrete structure needs assembling reinforcement at the scene, a template, form removal.On-the-spot recruitment is many, and the construction period is long.The prefabricated reinforced concrete shear wall structure member production plantization, has shortened the site operation cycle.Construction costs is higher relatively but in order to solve between the prefabricated units between the whole connectivity problem and prefabricated units seam crossing seepage problem etc.
In the patent of patent No. ZL200510125709.5, " concrete complex building of steel meshwork framework and construction method thereof " disclosed, this technology is made steel frame with light gauge cold-formed steel shape, substitutes traditional wooden form or steel form with expanded metal lath.At produce in factory steel mesh skeleton, on-site consolidation becomes steel meshwork framework, forms concrete seismic structural wall, earthquake resistant wall structure behind the reproduction pouring concrete.This structural system provides a kind of standardization, industrialization, mechanization, the higher concrete complex building of steel meshwork framework of integrated degree.But this structural system still exists following weak point:
The lattice steel that adopts in one, this steel meshwork framework is a 1.0mm-4.0mm clod wash lattice configuration steel member, its cross section is C shape, U-shaped, Z-shaped, on the web between two edges of a wing that are parallel to each other, evenly arrange and have hole, the periphery of hole has the reinforcement crimping, and the reinforcement crimping between two holes constitutes the U-shaped web member.This lattice steel manufacture craft relative complex, need punch press to go out hole in the steel sheet upper punch, again through the cold-bending forming machine bending forming, difference according to percent opening, have approximately and account for the cheet scrap that lattice steel gross weight 10%-15% is punched down, cause certain waste, and need to build special-purpose lattice steel production line, have high input, the cost of production height.
Two, the expanded metal lath that adopts in the above-mentioned steel meshwork framework is the cold worked fish scale net of galvanized steel plain sheet of thickness 0.3mm-0.6mm, bossed on the net at this fish scale, according to the bar shaped rib that a determining deviation is arranged in parallel, expanded metal lath plays partial fixing in the steel frame surface with described bar shaped costal process.This expanded metal lath is inoperative in structure stress, only uses as template, and cost is higher, has also increased the steel using amount in house.After concrete pouring finished, the expanded metal lath surface also need be carried out wet trade and plastered, and just can make surfacing, has increased operation, and took artificial.
In the patent of number of patent application 200910092470.4, " a kind of space fixing truss concrete building and construction method thereof " disclosed, this technology adopts the free removal template to exist following weak point:
One, template can not reuse, and increase construction cost.
Two, be not easy to check compactness after the concrete pouring.
Summary of the invention
The object of the invention is to remedy the shortcoming and defect part of said structure system, a kind of spatial light steel reinforced concrete frame building and construction method thereof are proposed, steel meshwork framework has been carried out substantial improvement, made this building have advantages such as processing is simple, small investment of production equipment, saving steel, minimizing labour cost.
The present invention proposes a kind of spatial light steel reinforced concrete frame building, is made of the light steel framework in body of wall space, the light steel framework of floor space and concrete; Light steel framework in described body of wall space and the light steel framework of floor space are interconnected to constitute the light steel framework in polyhedron space, and fill concrete forms building unit in the light steel framework in described space; A building unit, or a plurality of building unit constitutes spatial light steel reinforced concrete frame building; It is characterized in that light steel framework in described body of wall space and the light steel framework of floor space are by a plurality of stretching lattice steels of arranging and the integrally welded welded wire fabric of these a plurality of stretching lattice steels combined of being separated by.
The present invention also proposes a kind of construction method of spatial light steel reinforced concrete frame building, it is characterized in that, may further comprise the steps:
(1) after stretching lattice steel of arranging with being separated by and the welded wire fabric welding combination, is assembled into light steel framework in body of wall space and the light steel framework of floor space respectively;
(2) lower end with the light steel framework in body of wall space is fixed on the basis, and the light steel framework of light steel framework of floor space and body of wall space is fixed together forms the light steel framework in polyhedron space;
(3) detachable support shuttering is fixed on to form on the light steel framework in polyhedron space and can holds the light steel framework in space in concrete pouring space;
(4) fluid concrete in the cavity of the light steel framework in space of detachable template sealing treats that concrete pouring finishes, and forms one deck monolithic architecture unit or one deck spatial light steel reinforced concrete frame building;
(5) repeatedly repeat (1) to (4), the lower end that will work as the light steel framework in body of wall space of anterior layer is fixed on and forms multilayer overall space light steel reinforced concrete frame building on the lower floor monolithic architecture unit.
Characteristics of the present invention and effect thereof:
The present invention and existing concrete complex building of steel meshwork framework and a kind of space fixing truss concrete building belong to same class formation system, forming building unit based on basic building block, and it is identical with the prior art cardinal principle of this class formation system building unit to be built into the job practices of monolithic architecture; But to constructing this structural system core texture one light steel framework, carried out substantial improvement, adopted stretching lattice steel and welded wire fabric to form light steel framework.
The main improvements of the present invention and prior art and the technique effect that brings are as follows:
The first, the steel member of the present invention's employing is saved steel, and the investment of the production line of tool member also significantly reduces.
The second, the present invention adopts movable die plate, saves construction cost.
Description of drawings
Fig. 1 is the body of wall space light steel framework layout schematic diagram of one embodiment of the present of invention;
Fig. 2 is the 1-1 sectional drawing of Fig. 1;
Fig. 3 is the polyhedron space light steel framework phantom drawing of present embodiment;
Fig. 4 is the stretching lattice steel schematic diagram of present embodiment;
Fig. 5 is the welded wire fabric schematic diagram of present embodiment;
Fig. 6 is the warming plate structural representation of present embodiment.
The specific embodiment
The spatial light steel reinforced concrete frame building that the present invention proposes reaches embodiment in conjunction with the accompanying drawings and is described in detail as follows:
The present invention proposes a kind of spatial light steel reinforced concrete frame building, is made of the light steel framework in body of wall space, the light steel framework of floor space and concrete; Light steel framework in described body of wall space and the light steel framework of floor space are interconnected to constitute the light steel framework in polyhedron space, and fill concrete forms building unit in the light steel framework in described space; A building unit, or a plurality of building unit constitutes spatial light steel reinforced concrete frame building; It is characterized in that light steel framework in described body of wall space and the light steel framework of floor space are by a plurality of stretching lattice steels of arranging and the integrally welded welded wire fabric of these a plurality of stretching lattice steels combined of being separated by.
Above-mentioned stretching lattice steel can be connected a plurality of web members compositions between this two edge of a wing by integrated two edges of a wing that are parallel to each other, and this web member forms the hole trellis by stretching between this two edge of a wing.
An above-mentioned building unit, or a plurality of building units constitute spatial light steel reinforced concrete frame building and comprise: a building unit, or a plurality of building unit horizontal combination constitute one deck spatial light steel reinforced concrete frame building or one deck monolithic architecture unit, each layer monolithic architecture unit superimposed formation multilayer spatial light steel reinforced concrete frame building that makes progress successively, the light steel framework in body of wall space of monolithic architecture unit, described upper strata is fixed on the light steel framework in body of wall space of substrustion unit.
Light steel framework in above-mentioned body of wall space and the light steel framework of the floor space mode of interconnecting can adopt welding or connector.
Can add one deck heat insulating material on the template in the light steel framework outside, above-mentioned exterior wall space, after the walls concrete casting complete, no longer remove.The spatial light steel reinforced concrete frame building that has outer heat insulation function with final formation.
The present invention proposes a kind of construction method of spatial light steel reinforced concrete frame building, it is characterized in that, may further comprise the steps:
(1) after stretching lattice steel of arranging with being separated by and the welded wire fabric welding combination, is assembled into light steel framework in body of wall space and the light steel framework of floor space respectively;
(2) lower end with the light steel framework in body of wall space is fixed on the basis, and the light steel framework of light steel framework of floor space and body of wall space is fixed together forms the light steel framework in polyhedron space;
(3) detachable support shuttering is fixed on to form on the light steel framework in polyhedron space and can holds the light steel framework in space in concrete pouring space;
(4) fluid concrete in the cavity of the light steel framework in space of detachable template sealing treats that concrete pouring finishes, and forms one deck monolithic architecture unit or one deck spatial light steel reinforced concrete frame building;
(5) repeatedly repeat (1) to (4), the lower end that will work as the light steel framework in body of wall space of anterior layer is fixed on and forms multilayer overall space light steel reinforced concrete frame building on the lower floor monolithic architecture unit.
In the said method, between levels monolithic architecture unit, can the light steel framework in levels space be linked together by connecting steel part.
In the said method, the light steel framework in light steel framework junction, above-mentioned body of wall space and body of wall space is left a door unlocked in advance, all there is edge member the both sides of window opening mouth, described edge member is made of longitudinal reinforcement and horizontal stirrup, or adds that by vertical reinforcement vertical shaped steel and horizontal stirrup constitute; The light steel framework in described body of wall space is left a door unlocked in advance, and there is coupling beam the top of window opening mouth, and described coupling beam is made of horizontal reinforcement and vertical stirrup.
Also comprise: (6) lay one deck composite insulation boards at the exterior wall that forms multilayer overall space light steel reinforced concrete frame building.
A kind of embodiment general structure of the present invention as shown in Figure 1 and Figure 2, present embodiment is one 8 sheaf space light steel reinforced concrete frame building.Described building comprises: the light steel framework 1 in body of wall space, the light steel framework 2 of floor space, detachable template 3 and concrete 5.Light steel framework 1 in body of wall space and the light steel framework 2 of floor space are interconnected to constitute the light steel framework in polyhedron space, and space light steel frame supports template 3 forms the light steel framework in space, and fill concrete 5 forms building unit in the light steel framework in described space.
Present embodiment constitutes one deck monolithic architecture unit by 10 building unit horizontal combination, each layer monolithic architecture unit superimposed formation multilayer spatial light steel reinforced concrete frame building that makes progress successively, the light steel framework in the body of wall space of monolithic architecture unit, upper strata is fixed on the light steel framework in body of wall space of substrustion unit; The lower end of the light steel framework in body of wall space of bottom building unit is fixed on the basis 13.Light steel framework upper end, the body of wall space of top building unit links to each other with the light steel framework of floor space that is used as the roof.
The light steel framework 2 of light steel framework 1 in the body of wall space of present embodiment and floor space adopts welding or conventional connector to interconnect, and has formed the light steel framework in space, finally connects into overall structure by concrete.As shown in Figure 3; Among the figure, light steel framework 1 in body of wall space and the light steel framework 2 of floor space are by a plurality of stretching lattice steels 11 of arranging and the integrally welded welded wire fabric 4 of these a plurality of stretching lattice steels combined of being separated by.
The stretching lattice steel of present embodiment is connected a plurality of web members 112 compositions between this two edge of a wing by integrated two edges of a wing that are parallel to each other 111, and this web member forms hole trellis 113 by stretching between this two edge of a wing, as shown in Figure 4.The welded wire fabric of present embodiment is welded by a plurality of horizontal reinforcing bars and the reinforcing bar of a plurality of vertical arrangements, as shown in Figure 5.
The light steel framework in the body of wall space of present embodiment can have window in advance according to designing requirement; The light steel framework of the floor space of present embodiment can have the stair mouth in advance according to designing requirement.
The present embodiment exterior wall can be provided with the composite insulation boards 8 of adiabator layer; Composite insulation boards 8 is made up of polyphenyl or rock wool heat-preservation layer 801, anticracking grout or sheet material topping 802 and architectural surface 803 from inside to outside; As shown in Figure 6.
From top description as can be known, the light steel framework 1 in body of wall space is identical with the basic structure of the light steel framework 2 of floor space, the main distinction all will support detachable template 3, the detachable template 3 of light steel framework 2 bottom support of floor space carrying out the light steel framework of fill concrete 5 front wall body spaces 1 both sides.
Said structure and compound mode and existing concrete complex building of steel meshwork framework belong to same class formation system, forming building unit based on basic component, and it is identical with the prior art cardinal principle of this class formation system building unit to be built into the job practices of monolithic architecture.
Basic building block of the present invention is that the structure of the light steel framework in space is that to form this by the welding of stretching lattice steel and welded wire fabric be the difference technical characterictic that forms essential distinction with prior art.
The construction method of the spatial light steel reinforced concrete frame building of present embodiment is according to following steps:
(1) after stretching lattice steel of arranging with being separated by and the welded wire fabric welding combination, is assembled into light steel framework in body of wall space and the light steel framework of floor space respectively; The light steel framework in light steel framework junction, body of wall space and body of wall space is left a door unlocked in advance, the window opening mouth, and all there is edge member the both sides of door, window opening mouth, and edge member is made of longitudinal reinforcement and horizontal stirrup, or adds that by longitudinal reinforcement vertical shaped steel and horizontal stirrup constitute; Described body of wall Steel Space Truss is left a door unlocked in advance, and there is coupling beam the top of window opening mouth, and described coupling beam is made of horizontal reinforcement and vertical stirrup; With connector in the edge member and vertical reinforcement each sheet body of wall Steel Space Truss is coupled together;
(2) lower end of the light steel framework in body of wall space is fixed on the basis and goes up in placely, be fixed on the basis by reserving the joint lower end.Be overlapped on the light steel framework of floor space on the light steel framework in body of wall space and weld together, form the light steel framework in polyhedron space;
(3) detachable support shuttering is installed in the both sides of the light steel framework in body of wall space, detachable support shuttering is installed in the bottom side of the light steel framework of floor space, form the light steel framework in space;
(4) fluid concrete in the cavity of the light steel framework in space of template sealing treats that concrete pouring finishes, and forms one deck monolithic architecture unit (also can constitute one deck spatial light steel reinforced concrete frame building);
(5) repeat (1) successively to (4), the lower end that will work as the light steel framework in body of wall space of anterior layer is fixed on and forms 8 layers of overall space light steel reinforced concrete frame building on the lower floor monolithic architecture unit;
(6) lay one deck composite insulation boards at the exterior wall that forms multilayer overall space light steel reinforced concrete frame building.
Claims (9)
1. a spatial light steel reinforced concrete frame building is made of the light steel framework in body of wall space, the light steel framework of floor space and concrete; Light steel framework in described body of wall space and the light steel framework of floor space are interconnected to constitute the light steel framework in polyhedron space, and fill concrete forms building unit in the light steel framework in described space; A building unit, or a plurality of building unit constitutes spatial light steel reinforced concrete frame building; It is characterized in that light steel framework in described body of wall space and the light steel framework of floor space are by a plurality of stretching lattice steels of arranging and the integrally welded welded wire fabric of these a plurality of stretching lattice steels combined of being separated by.
2. spatial light steel reinforced concrete frame building according to claim 1, it is characterized in that, described stretching lattice steel is connected a plurality of web members compositions between this two edge of a wing by integrated two edges of a wing that are parallel to each other, and this web member forms the hole trellis by stretching between this two edge of a wing.
3. spatial light steel reinforced concrete frame building according to claim 1, it is characterized in that, a described building unit, or a plurality of building units constitute spatial light steel reinforced concrete frame building and comprise: a building unit, or a plurality of building unit horizontal combination constitute one deck spatial light steel reinforced concrete frame building or one deck monolithic architecture unit, each layer monolithic architecture unit superimposed formation multilayer spatial light steel reinforced concrete frame building that makes progress successively, the light steel framework in body of wall space of monolithic architecture unit, described upper strata is fixed on the light steel framework in body of wall space of substrustion unit.
4. spatial light steel reinforced concrete frame building according to claim 1 is characterized in that, light steel framework in described body of wall space and the light steel framework of the floor space mode of interconnecting are to adopt welding or connector.
5. spatial light steel reinforced concrete frame building according to claim 1 is characterized in that, additional one deck heat insulating material on the template in the light steel framework outside, described exterior wall space is no longer removed after the walls concrete casting complete.The spatial light steel reinforced concrete frame building that has outer heat insulation function with final formation.
6. the construction method of a spatial light steel reinforced concrete frame building is characterized in that, may further comprise the steps:
(1) after stretching lattice steel of arranging with being separated by and the welded wire fabric welding combination, is assembled into light steel framework in body of wall space and the light steel framework of floor space respectively;
(2) lower end with the light steel framework in body of wall space is fixed on the basis, and the light steel framework of light steel framework of floor space and body of wall space is fixed together forms the light steel framework in polyhedron space;
(3) detachable support shuttering is fixed on to form on the light steel framework in polyhedron space and can holds the light steel framework in space in concrete pouring space;
(4) fluid concrete in the cavity of the light steel framework in space of detachable template sealing treats that concrete pouring finishes, and forms one deck monolithic architecture unit or one deck spatial light steel reinforced concrete frame building;
(5) repeatedly repeat (1) to (4), the lower end that will work as the light steel framework in body of wall space of anterior layer is fixed on and forms multilayer overall space light steel reinforced concrete frame building on the lower floor monolithic architecture unit.
7. the construction method of a kind of spatial light steel reinforced concrete frame building according to claim 6 is characterized in that, by connecting steel part the light steel framework in levels space is linked together between levels monolithic architecture unit.
8. the building method of a kind of spatial light steel reinforced concrete frame building according to claim 6, it is characterized in that, the light steel framework in light steel framework junction, described body of wall space and body of wall space is left a door unlocked in advance, all there is edge member the both sides of window opening mouth, described edge member is made of longitudinal reinforcement and horizontal stirrup, or adds that by vertical reinforcement vertical shaped steel and horizontal stirrup constitute; The light steel framework in described body of wall space is left a door unlocked in advance, and there is coupling beam the top of window opening mouth, and described coupling beam is made of horizontal reinforcement and vertical stirrup.
9. the construction method of a kind of spatial light steel reinforced concrete frame building according to claim 7 is characterized in that, also comprises:
(6) lay one deck composite insulation boards at the exterior wall that forms multilayer overall space light steel reinforced concrete frame building.
Priority Applications (6)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010101042592A CN101736809B (en) | 2010-01-29 | 2010-01-29 | Spatial light steel reinforced concrete frame building and construction method thereof |
| EP11736649.2A EP2530211B1 (en) | 2010-01-29 | 2011-01-28 | Space light steel frame concrete building and construction method thereof |
| PCT/CN2011/070772 WO2011091767A1 (en) | 2010-01-29 | 2011-01-28 | Space light steel frame concrete building and construction method thereof |
| CA2788118A CA2788118C (en) | 2010-01-29 | 2011-01-28 | Spatial light steel frame concrete building and method for constructing the same |
| RU2012136889/03A RU2506376C1 (en) | 2010-01-29 | 2011-01-28 | Concrete building with light steel volume frame and method of its assembly |
| US13/575,682 US20120304563A1 (en) | 2010-01-29 | 2011-01-28 | Space light steel frame concrete building and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010101042592A CN101736809B (en) | 2010-01-29 | 2010-01-29 | Spatial light steel reinforced concrete frame building and construction method thereof |
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| Publication Number | Publication Date |
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| CN101736809A true CN101736809A (en) | 2010-06-16 |
| CN101736809B CN101736809B (en) | 2011-05-11 |
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| CN2010101042592A Active CN101736809B (en) | 2010-01-29 | 2010-01-29 | Spatial light steel reinforced concrete frame building and construction method thereof |
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| Country | Link |
|---|---|
| US (1) | US20120304563A1 (en) |
| EP (1) | EP2530211B1 (en) |
| CN (1) | CN101736809B (en) |
| CA (1) | CA2788118C (en) |
| RU (1) | RU2506376C1 (en) |
| WO (1) | WO2011091767A1 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2011091767A1 (en) * | 2010-01-29 | 2011-08-04 | 清华大学建筑设计研究院有限公司 | Space light steel frame concrete building and construction method thereof |
| CN105317109A (en) * | 2014-08-01 | 2016-02-10 | 吴瑞金 | Three-dimensional net fixed house adopting overall pouring of foamed wall and construction method |
| CN105735545A (en) * | 2016-02-03 | 2016-07-06 | 安徽晋马环保节能科技有限公司 | Construction method for constructing light-steel building floor with industrial by-product gypsum as binding material |
| CN110076535A (en) * | 2019-05-31 | 2019-08-02 | 成都辟思航空科技有限公司 | A kind of monoblock type lattice column processing technology |
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| IL253294A0 (en) * | 2017-02-08 | 2017-09-28 | Schillinger Ervin | Fast construction of energy-efficient buildings |
| US10208483B1 (en) | 2017-08-01 | 2019-02-19 | SkyStone Group LLC | Façades of modular units and methods of construction thereof |
| US10538907B2 (en) | 2017-08-01 | 2020-01-21 | SkyStone Group LLC | Modular assemblies and methods of construction thereof |
| CN109555310B (en) * | 2018-12-24 | 2024-01-02 | 上海建工二建集团有限公司 | Integral template of wall column and construction method thereof |
| CN112900923A (en) * | 2021-01-18 | 2021-06-04 | 四川省星光钢结构有限公司 | Villa of light steel construction with antidetonation effect |
| CN114412013B (en) * | 2022-01-20 | 2024-03-29 | 江苏沪宁钢机股份有限公司 | Building wall segment and construction method |
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| RU2353735C2 (en) * | 2004-12-07 | 2009-04-27 | Александр Семенович Нечаев | Method for erection of solid-cast frame buildings |
| CN100451257C (en) * | 2005-12-01 | 2009-01-14 | 清华大学建筑设计研究院 | Concrete complex building of steel meshwork framework, and construction procedure |
| WO2007085076A1 (en) * | 2006-01-24 | 2007-08-02 | Greiner Waldemar H | A composite floor apparatus and a method of making and using same with building supports |
| US20080178551A1 (en) * | 2007-01-31 | 2008-07-31 | Porter William H | Flexible modular building framework |
| CN101654925B (en) | 2009-09-15 | 2011-03-16 | 清华大学建筑设计研究院 | Space fixing truss concrete construction and construction method thereof |
| CN101736809B (en) * | 2010-01-29 | 2011-05-11 | 清华大学建筑设计研究院 | Spatial light steel reinforced concrete frame building and construction method thereof |
-
2010
- 2010-01-29 CN CN2010101042592A patent/CN101736809B/en active Active
-
2011
- 2011-01-28 US US13/575,682 patent/US20120304563A1/en not_active Abandoned
- 2011-01-28 RU RU2012136889/03A patent/RU2506376C1/en active
- 2011-01-28 EP EP11736649.2A patent/EP2530211B1/en active Active
- 2011-01-28 CA CA2788118A patent/CA2788118C/en active Active
- 2011-01-28 WO PCT/CN2011/070772 patent/WO2011091767A1/en active Application Filing
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2011091767A1 (en) * | 2010-01-29 | 2011-08-04 | 清华大学建筑设计研究院有限公司 | Space light steel frame concrete building and construction method thereof |
| CN105317109A (en) * | 2014-08-01 | 2016-02-10 | 吴瑞金 | Three-dimensional net fixed house adopting overall pouring of foamed wall and construction method |
| CN105735545A (en) * | 2016-02-03 | 2016-07-06 | 安徽晋马环保节能科技有限公司 | Construction method for constructing light-steel building floor with industrial by-product gypsum as binding material |
| CN110076535A (en) * | 2019-05-31 | 2019-08-02 | 成都辟思航空科技有限公司 | A kind of monoblock type lattice column processing technology |
| CN110076535B (en) * | 2019-05-31 | 2020-06-09 | 成都辟思航空科技有限公司 | Integral lattice column processing technology |
Also Published As
| Publication number | Publication date |
|---|---|
| EP2530211A4 (en) | 2014-04-09 |
| EP2530211B1 (en) | 2016-09-07 |
| EP2530211A1 (en) | 2012-12-05 |
| RU2506376C1 (en) | 2014-02-10 |
| CA2788118C (en) | 2014-10-14 |
| CA2788118A1 (en) | 2011-08-04 |
| WO2011091767A1 (en) | 2011-08-04 |
| US20120304563A1 (en) | 2012-12-06 |
| CN101736809B (en) | 2011-05-11 |
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