CN208803628U - Light steel grating concrete building system - Google Patents
Light steel grating concrete building system Download PDFInfo
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- CN208803628U CN208803628U CN201821420747.2U CN201821420747U CN208803628U CN 208803628 U CN208803628 U CN 208803628U CN 201821420747 U CN201821420747 U CN 201821420747U CN 208803628 U CN208803628 U CN 208803628U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 390
- 239000010959 steel Substances 0.000 title claims abstract description 390
- 239000004567 concrete Substances 0.000 title claims abstract description 185
- 239000004568 cement Substances 0.000 claims abstract description 191
- 239000000835 fiber Substances 0.000 claims abstract description 59
- 239000007787 solid Substances 0.000 claims abstract description 51
- 239000002131 composite material Substances 0.000 claims abstract description 28
- 238000009432 framing Methods 0.000 claims description 20
- 230000003014 reinforcing effect Effects 0.000 claims description 16
- 239000011094 fiberboard Substances 0.000 claims description 7
- 238000010008 shearing Methods 0.000 claims description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 5
- 210000000988 bone and bone Anatomy 0.000 claims description 4
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- 239000002639 bone cement Substances 0.000 claims 1
- 239000000203 mixture Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 47
- 239000010410 layer Substances 0.000 description 29
- 230000002787 reinforcement Effects 0.000 description 27
- 238000005266 casting Methods 0.000 description 14
- 238000000034 method Methods 0.000 description 14
- 238000010586 diagram Methods 0.000 description 13
- 239000011229 interlayer Substances 0.000 description 9
- 238000013461 design Methods 0.000 description 8
- 238000009434 installation Methods 0.000 description 8
- 238000004519 manufacturing process Methods 0.000 description 5
- 238000009417 prefabrication Methods 0.000 description 5
- 238000010079 rubber tapping Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000004458 analytical method Methods 0.000 description 2
- 239000004566 building material Substances 0.000 description 2
- 238000005034 decoration Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 235000001674 Agaricus brunnescens Nutrition 0.000 description 1
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- 238000011161 development Methods 0.000 description 1
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- 229910052742 iron Inorganic materials 0.000 description 1
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- 229910052751 metal Inorganic materials 0.000 description 1
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- 238000004321 preservation Methods 0.000 description 1
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- 238000012827 research and development Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000017260 vegetative to reproductive phase transition of meristem Effects 0.000 description 1
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Abstract
The utility model relates to a kind of building structure, disclose a kind of light steel grating concrete building system, including light steel grating concrete composite beam, light steel grating concrete superposed column, light steel grating concrete folding shear wall, light steel grating concrete folding plate and light steel grating overlap stair, the light steel grating concrete composite beam, the light steel grating concrete superposed column, the light steel grating concrete folding shear wall, the light steel grating concrete folding plate and the light steel grating overlapping stair are equipped with light steel grating skeleton and Cement fibre template die, Cement fibre template die is connected on corresponding light steel grating skeleton, corresponding concrete solid has been poured in Cement fibre template die, concrete solid is superimposed as entirety with corresponding light steel grating skeleton and corresponding Cement fibre template die, form whole force structure.The utility model field operation amount is small, easy construction, speed are fast, good economy performance.
Description
Technical field
The utility model relates to a kind of building structure, especially a kind of light steel grating concrete building system.
Background technique
Currently, after with the national and local relevant policies put into effect development assembled architecture in succession, promote building industrialization,
Prefabrication enters a fast-developing new period, and various prefabrication structures go out like the mushrooms after rain
It is existing, such as prefabricated assembled concrete structure, prefabricated assembled steel construction.But there are still prefabricated in practical applications for various systems
The problems such as rate is universal relatively low, construction technology is incomplete, construction cost is high, is widely applied to prefabrication and causes
It is difficult.Therefore, on the basis of understanding various assembled architecture systems in depth, learn from other's strong points to offset one's weaknesses to various systems, research and development are suitable
The novel fabricated building structure of China's national situation is answered to enter fast-developing period.
Summary of the invention
The utility model be solve well-known technique present in technical problem and provide a kind of field operation amount it is small, construction letter
Just, speed is fast, light steel grating concrete building system of good economy performance.
The utility model is adopted the technical scheme that solve technical problem present in well-known technique: a kind of light steel lattice
Grid concrete building system, including light steel grating concrete composite beam, light steel grating concrete superposed column, light steel grating concrete
Overlapped shear wall, light steel grating concrete folding plate and light steel grating overlap stair, the light steel grating concrete composite beam, institute
State light steel grating concrete superposed column, the light steel grating concrete folding shear wall, the light steel grating concrete folding plate
It is equipped with light steel grating skeleton and Cement fibre template die with the light steel grating overlapping stair, Cement fibre template die is connected to correspondence
Light steel grating skeleton on, poured corresponding concrete solid in Cement fibre template die, concrete solid with it is corresponding light
Steel grating skeleton and corresponding Cement fibre template die are superimposed as entirety, form whole force structure.
The light steel grating concrete composite beam includes the edge-on plane light steel truss structure that two Pin longitudinally extend along beam, two Pin institutes
The bottom for stating edge-on plane light steel truss structure is linked together by multiple tracks steel tie I, the edge-on light steel truss of plane described in two Pin
Cement fibrolite plate beam side is respectively connected on the outside of frame, the bottom of the edge-on plane light steel truss structure described in two Pin is equipped with Cement fibre
It is flute profile that plate-girder bed die, two cement fibrolite plate beam sides and a cement fibrolite plate beam bottom board, which constitute cross section,
Cement fibrolite plate beam form has poured concrete solid I, the concrete solid I, two Pin institutes in the cement fibrolite plate beam form
It states edge-on plane light steel truss structure and the cement fibrolite plate beam form is superimposed as entirety, form the composite beam of whole stress；It is described
Light steel grating concrete composite beam is as outer beam in use, in the inside for the cement fibrolite plate beam side being located on the outside of the composite beam
It is connected with insulating layer I.
The steel grating concrete superposed column includes the cement fibrolite plate of the light steel grating skeleton of tubulose and package on the outside
Column mould, the light steel grating skeleton of tubulose are equipped with more vertical members, and the more vertical members are connected by the horizontal anchor ear of multiple tracks
It is connected together, horizontal lacing wire I is equipped between two opposite vertical members；The Cement fibre sheet-pile mould is by cement
Fiber lath assembles, and has poured concrete solid II in the Cement fibre sheet-pile mould, the concrete solid II,
The light steel grating skeleton of tubulose and the Cement fibre sheet-pile mould are superimposed as entirety, form the superposed column of whole stress；Institute
Steel grating concrete superposed column is stated as column jacket in use, solid in the inside for the Cement fibre sheet-pile mould being located on the outside of the superposed column
It is connected to insulating layer II.
The light steel grating concrete folding shear wall includes light steel grating shear wall skeleton and the cement that is fixed thereon
Fiber board wall mould has poured concrete solid, the concrete solid, the Cement fibre in the Cement fibre board wall mould
Board wall mould and the light steel grating shear wall skeleton are superimposed as entirety, form overlapped shear wall；The light steel grating concrete is folded
Combination shearing wall is as exterior wall in use, being connected with heat preservation on the inside of the Cement fibre board wall mould being located on the outside of the overlapped shear wall
Layer III.
The light steel grating concrete folding plate includes cement fibrolite plate floor bottom mould and light steel grating floor framing, described
Light steel grating floor framing is that the steel bar girder or lightgage steel joist longitudinally extended by multiple along floor is constituted, each reinforcing bar
Truss or lightgage steel joist are affixed by the connecting plate and the cement fibrolite plate floor bottom mould for being fixed on its bottom, in the cement
Concrete solid IV, the concrete solid IV, institute have been poured on fiberboard floor bottom mould and the light steel grating floor framing
It states cement fibrolite plate floor bottom mould and the light steel grating floor framing is superimposed as entirety, form the superimposed sheet of whole stress.
The light steel grating overlapping stair include cement fibrolite plate stair bed die and cement fibrolite plate stair side form and light
Steel grating stair inclined plate skeleton, the light steel grating stair inclined plate skeleton be by multiple steel bar girders longitudinally extended along stair or
What lightgage steel joist was constituted, each steel bar girder or lightgage steel joist are connect with the cement fibrolite plate stair bed die, are owned
The steel bar girder or lightgage steel joist are connected by being welded on the multiple tracks transverse direction steel plate at the top of it, the road number of the transverse direction steel plate with
The number of stair step is identical, is connected with stair step skeleton on the lateral steel plate, connects on the stair step skeleton
Cement fibrolite plate is connected to mark time vertical plate；The cement fibrolite plate stair side form be connected to the light steel grating stair inclined plate skeleton and
On the stair step skeleton, a cement fibrolite plate stair bed die, two cement fibrolite plate stair side forms and more
A cement fibrolite plate mark time vertical plate constitute cement fibrolite plate stair mould, poured in the cement fibrolite plate stair mould mixed
Solidifying soil entity V, the concrete solid V, the cement fibrolite plate stair mould, the light steel grating stair inclined plate skeleton and
The stair step skeleton is superimposed as entirety, forms the overlapping stair of whole stress.
The edge-on plane light steel truss structure be equipped with top lightweight section and bottom lightweight section, the top lightweight section and
It is linked together between the bottom lightweight section by steel tie II.
The light steel grating shear wall skeleton is equipped with the wall top nose girder of the overlapped shear wall either flush and folds with this
The concordant wall bottom nose girder in combination shearing wall bottom surface, is equipped with hole up and down on the wall top nose girder and wall bottom nose girder
Hole；The connection structure of the neighbouring light steel grating shear wall skeleton of two layers of overlapped shear wall are as follows: the wall bottom of upper layer overlapped shear wall
The wall top nose girder of nose girder and lower layer's overlapped shear wall is affixed.
The light steel grating skeleton of tubulose be equipped with the capital nose girder of the superposed column either flush and with the superposed column bottom
The concordant column bottom nose girder in face, is equipped with hole up and down in the middle part of the capital nose girder and column bottom nose girder；Phase up and down
The connection structure of the light steel grating skeleton of adjacent two layers of superposed column tubulose are as follows: the column bottom nose girder of upper layer superposed column and the column of lower layer's superposed column
Push up nose girder welding.
Cement fibrolite plate is also connected on the stair step skeleton to mark time plate.
The utility model has the advantages and positive effects of: in the construction stage, light steel grating skeleton bears construction loads,
Template of the cement fibrolite plate as casting concrete can accomplish that zero template uses, and can save a large amount of form renting expenses, disassembly
Template and the expense for having bad luck template are saved expense and the time of installation full hall scaffold, are greatly shortened the construction period, reduce engineering and make
Valence；After the completion of concreting, light steel grating skeleton, Cement fibre template die and concrete folding are whole, common stress, light steel
Grid skeleton plays the role of reinforcing bar in conventional steel bar concrete component, can be unworthy of in overlapped shear wall or match reinforcing bar less, can be big
Amplitude reduces live reinforcing bar binding connection work.And the interlayer connection of the utility model passes through the top nose girder to contact with each other and bottom
The connection of nose girder realizes that it is convenient to construct, and the construction volume of live interlayer connection can be greatly reduced.To sum up, the utility model
Prefabricated rate is high, easy for construction, speed is fast, good economy performance, promotes and applies convenient for assembled architecture.
Detailed description of the invention
Figure 1A is the plan view of the utility model；
Figure 1B is the 1-1 cut-away view of Figure 1A；
Fig. 2A is horizontal sectional drawing when the light steel grating concrete composite beam of the utility model is used as inner beam；
Fig. 2 B is horizontal sectional drawing when the light steel grating concrete composite beam of the utility model is used as outer beam；
Fig. 2 C is the edge-on plane light steel truss structure side view of light steel grating concrete composite beam of the utility model；
Fig. 2 D is one of the vertical profile figure of Fig. 2A；
Fig. 2 E is the two of the vertical profile figure of Fig. 2A；
Fig. 2 F is one of the vertical profile figure of Fig. 2 B；
Fig. 2 G is the two of the vertical profile figure of Fig. 2 B；
Fig. 3 A is water when the first light steel grating concrete superposed column used by the utility model is used as inner prop
Flat sectional drawing；
Fig. 3 B is the vertical profile figure of Fig. 3 A；
Fig. 3 C is water when second light steel grating concrete superposed column used by the utility model is used as inner prop
Flat sectional drawing；
Fig. 3 D is the vertical profile figure of Fig. 3 C；
Fig. 3 E is water when the first light steel grating concrete superposed column used by the utility model is used as column jacket
Flat sectional drawing；
Fig. 3 F is the vertical profile figure of Fig. 3 E；
Fig. 3 G is the first used by the utility model, first used by second light steel grating concrete superposed column
Kind bottom nose girder top view；
Fig. 3 H is the first used by the utility model, second used by second light steel grating concrete superposed column
Kind bottom nose girder top view；
Fig. 3 I is the structural schematic diagram that the light steel grating concrete superposed column of the utility model is connect with basis；
Fig. 3 J is the knot of interlayer connection when the light steel grating concrete superposed column of the utility model is applied in tier building
Structure schematic diagram；
Fig. 4 A is the structural schematic diagram of the first light steel grating concrete folding shear wall used by the utility model；
Fig. 4 B is the structural schematic diagram of second light steel grating concrete folding shear wall used by the utility model；
Fig. 4 C is the structural schematic diagram of the third light steel grating concrete folding shear wall used by the utility model；
Fig. 4 D is the structural schematic diagram of the 4th kind light steel grating concrete folding shear wall used by the utility model；
Fig. 4 E is the structural schematic diagram of used 5th kind light steel grating concrete folding shear wall；
Fig. 4 F is when five kinds light steel grating concrete folding shear wall used by the utility model is used as interior wall
Horizontal sectional drawing；
Fig. 4 G is the b-b sectional view of Fig. 4 F；
Fig. 4 H is that the light steel grating skeleton of five kinds light steel grating concrete folding shear wall used by the utility model is vertical
Face figure；
Fig. 4 I is the top nose girder side view of five kinds light steel grating concrete folding shear wall used by the utility model；
Fig. 4 J is the bottom view of Fig. 4 I；
Fig. 4 K is that five kinds light steel grating concrete folding shear wall used by the utility model is applied in tier building
When interlayer connection structural schematic diagram；
Fig. 4 L is that five kinds light steel grating concrete folding shear wall used by the utility model is applied in skyscraper
When interlayer connection structural schematic diagram；
Fig. 4 M is when five kinds light steel grating concrete folding shear wall used by the utility model is used as exterior wall
Horizontal sectional drawing；
Fig. 4 N is the a-a sectional view of Fig. 4 M；
Fig. 5 A is the structural schematic diagram of the first light steel grating concrete folding plate used by the utility model；
Fig. 5 B is the top view of Fig. 5 A；
Fig. 5 C is Fig. 5 A vertical profile partial view；
Fig. 5 D is the cross-sectional partial view of Fig. 5 A；
Fig. 5 E is the structural schematic diagram of second light steel grating concrete folding plate used by the utility model；
Fig. 5 F is the top view of Fig. 5 E；
Fig. 5 G is Fig. 5 E vertical profile partial view；
Fig. 5 H is the cross-sectional partial view of Fig. 5 E；
Fig. 6 A is the structural schematic diagram of the first light steel grating concrete folding stair used by the utility model；
Fig. 6 B is the plan view of Fig. 6 A；
Fig. 6 C is the partial isometric of Fig. 6 A；
Fig. 6 D is the cross-sectional partial view of Fig. 6 A；
Fig. 6 E is Fig. 6 A vertical profile partial view；
Fig. 6 F is the structural schematic diagram of second light steel grating concrete folding stair used by the utility model；
Fig. 6 G is the plan view of Fig. 6 F；
Fig. 6 H is the partial isometric of Fig. 6 F；
Fig. 6 I is the cross-sectional partial view of Fig. 6 F；
Fig. 6 J is Fig. 6 F vertical profile partial view.
In figure: 1, light steel grating concrete composite beam；2, light steel grating concrete superposed column；3, light steel grating concrete is folded
Combination shearing wall；4, light steel grating concrete folding plate；
1-1-1, cement fibrolite plate beam side；1-1-2, cement fibrolite plate beam bottom board；1-2-1, edge-on plane light steel truss structure；
1-2-2, steel tie I；1-2-3, top lightweight section；1-2-4, bottom lightweight section；1-2-5, steel tie II；1-3, guarantor
Warm layer I；1-4, concrete solid I；
The light steel grating skeleton of 2-1, tubulose；2-1-1, capital nose girder；2-1-2, column bottom nose girder；2-1-3, horizontal lacing wire I；2-
1-4, horizontal anchor ear；2-1-5, vertical member；2-1-6, horizontal lacing wire II；2-1-7, hole；2-2, Cement fibre sheet-pile mould；2-
3, concrete solid II；2-4, insulating layer II；
3-1, light steel grating shear wall skeleton；3-1-1, wall top nose girder；3-1-2, wall bottom nose girder；3-1-3, vertical member；
3-1-4, concrete flowing hole；3-1-5, horizontal drawing connecting elements；3-1-6,3-1-7, oblique pull reinforcing bar；3-2, Cement fibre board wall
Mould；3-3, concrete solid III；3-4, bolt；3-5, weld seam；3-6, insulating layer III；
4-1, cement fibrolite plate floor bottom mould；4-2, steel bar girder；4-3, connecting plate；4-4, concrete solid IV；4-5,
Lightgage steel joist；4-6, Reinforcement；4-7, concrete flowing hole；
5-1, cement fibrolite plate stair bed die；5-2, steel bar girder；5-3, connecting plate；5-4, concrete solid；It is 5-5, light
Steel joist；5-6, lateral steel plate；5-7, stair step skeleton；5-8, cement fibrolite plate are marked time vertical plate；5-9, cement fibrolite plate are stepped on
Walk plate；5-10, cement fibrolite plate stair side form；5-11, additional steel bar stress.
Specific embodiment
For the invention, features and effects that can further appreciate that the utility model, the following examples are hereby given, and cooperates
Detailed description are as follows for attached drawing:
Please refer to attached drawing, a kind of light steel grating concrete building system, including light steel grating concrete composite beam 1, light steel
Grid concrete superposed column 2, light steel grating concrete folding shear wall 3, light steel grating concrete folding plate 4 and light steel grating are folded
Close stair, the light steel grating concrete composite beam 1, the light steel grating concrete superposed column 2, the light steel grating concrete
Overlapped shear wall 3, the light steel grating concrete folding plate 4 and the light steel grating overlapping stair are equipped with light steel grating skeleton
With Cement fibre template die, Cement fibre template die is connected on corresponding light steel grating skeleton, has poured in Cement fibre template die
Corresponding concrete solid, concrete solid are superimposed as whole with corresponding light steel grating skeleton and corresponding Cement fibre template die
Body forms whole force structure.
Please refer to Fig. 2A~2G, above-mentioned light steel grating concrete composite beam 1 longitudinally extends including two Pin along beam edge-on flat
The bottom of edge-on plane light steel truss structure 1-2-1 described in face light steel truss structure 1-2-1, two Pin passes through the I 1-2-2 connection of multiple tracks steel tie
Together, it is respectively connected with cement fibrolite plate beam side 1-1-1 on the outside of the edge-on plane light steel truss structure 1-2-1 described in two Pin,
The bottom of edge-on plane light steel truss structure 1-2-1 described in two Pin is equipped with cement fibrolite plate beam bottom board 1-1-2, two Cement fibres
Plate-girder side form 1-1-1 and a cement fibrolite plate beam bottom board 1-1-2 constitute the cement fibrolite plate beam form that cross section is flute profile,
Pour I 1-4 of concrete solid in the cement fibrolite plate beam form, it is edge-on flat described in I 1-4 of concrete solid, two Pin
Face light steel truss structure 1-2-1 and the cement fibrolite plate beam form are superimposed as entirety, form the composite beam of whole stress.
In the construction stage, edge-on plane light steel truss structure 1-2-1 bears construction loads, and cement fibrolite plate is as casting concrete
Template, can accomplish zero template use, a large amount of form rentings, freight can be saved and dismantle template and have bad luck template
Expense, can save installation full hall scaffold expense and the time, greatly shorten the construction period, reduce project cost.It is using
Stage, light steel grating skeleton can play the role of arrangement of reinforcement in conventional steel bar concrete component, therefore can in above-mentioned composite beam
To be unworthy of or a small amount of arrangement of reinforcement, field operation amount can be further reduced.In addition by the edge-on plane of two Pin in cement fibrolite plate beam form
The component that light steel truss structure 1-2-1 and its I 1-2-2 of multiple tracks steel tie is constituted is factory-made component, high production efficiency, processing speed
Degree is fast, at low cost, convenient for guaranteeing quality, can make that construction is more convenient, good economy performance is high-efficient.In addition edge-on plane is used
Light steel truss structure, concrete folding structure greatly reduce the lifting weight of construction site precast beam, pacify construction process economy
Entirely.
In the present embodiment, the edge-on plane light steel truss structure 1-2-1 is equipped with top lightweight section 1-2-3 and bottom is light-duty
Pass through II 1-2-5 of steel tie between fashioned iron 1-2-4, the top lightweight section 1-2-3 and the bottom lightweight section 1-2-4
It links together.More specifically, the top lightweight section 1-2-3 and the bottom lightweight section 1-2-4 are all made of channel steel, institute
State the notch of channel steel inwardly.The top lightweight section 1-2-3 and the bottom lightweight section 1-2-4 can also be all made of angle
Steel, in this case, top angle steel and bottom angle steel are horizontally disposed, and inside is opposite.There are also cement fibrolite plates to use self tapping
Screw is connect with component on its interior.
Above-mentioned composite beam can be used as inner beam and directly adopt, and can also be used as outer beam and uses, please participate in Fig. 2 B, Fig. 2 F~
2G, above-mentioned composite beam is as exterior wall in use, needing solid in the inside for the cement fibrolite plate beam side being located on the outside of the composite beam
It is connected to I 1-3 of insulating layer.
The construction procedure of above-mentioned composite beam:
One) according to design size, the cement fibrolite plate for assembled cement fibrolite plate beam form, prefabricated two Pin are tailored in factory
Edge-on plane light steel truss structure 1-2-1, and the bottom of edge-on plane light steel truss structure 1-2-1 described in two Pin is passed through into multiple tracks steel tie
I 1-2-2 links together；
Two) according to design size, the edge-on plane light steel truss structure 1-2-1 over-assemble cement fibrolite plate described in two Pin is formed
Cement fibrolite plate beam form；
Three) installation of edge-on plane light steel truss structure 1-2-1 and cement fibrolite plate beam form described in two Pin at the construction field (site), are completed
It is fixed, and form beam forms system；
Four) casting concrete in cement fibrolite plate beam form, concrete solid 1-4, cement in cement fibrolite plate beam form
Edge-on plane light steel truss structure 1-2-1 described in fiberboard beam form and two Pin is superimposed as entirety, forms the composite beam of whole stress.
Please refer to Fig. 3 A~3J, above-mentioned light steel grating concrete superposed column 2, including the light steel grating skeleton 2-1 of tubulose and packet
Cement fibre sheet-pile mould 2-2 on the outside is wrapped up in,
It is logical that the light steel grating skeleton 2-1 of tubulose is equipped with more vertical members 2-1-5, the more vertical member 2-1-5
It crosses the horizontal anchor ear 2-1-4 of multiple tracks to link together, horizontal lacing wire I is equipped between two opposite vertical member 2-1-5
2-1-3；
The Cement fibre sheet-pile mould 2-2 is assembled by Cement fibre lath, in the Cement fibre sheet-pile mould
II 2-3 of concrete solid, II 2-3 of concrete solid, the light steel grating skeleton 2-1 of the tubulose and institute have been poured in 2-2
It states Cement fibre sheet-pile mould 2-2 and is superimposed as entirety, form the superposed column of whole stress.
Fig. 3 A-3B is referred to, the vertical member 2-1-5 of the light steel grating skeleton 2-1 of above described tubular is to use made of channel steel,
Angle steel can also be used.Fig. 3 C-3D is referred to, the vertical member 2-1-5 of the light steel grating skeleton 2-1 of above described tubular is using reinforcing bar
Manufactured, the usual biggish superposed column of stress uses reinforcement fabrication vertical member.
In the construction stage, the light steel grating skeleton 2-1 of tubulose bears construction loads, and cement fibrolite plate is as casting concrete
Template can accomplish that zero template uses, can save a large amount of form rentings, freight and dismantle template and have bad luck template
Expense can save the expense for installing outdoor scaffold and time, greatly shorten the construction period, reduce project cost.Using rank
Section, the light steel grating skeleton of tubulose can play the role of arrangement of reinforcement in conventional steel bar concrete component, therefore can be unworthy of or on a small quantity
Live reinforcing bar binding connection work can be greatly reduced in arrangement of reinforcement.Whether arrangement of reinforcement, need true according to specific force analysis situation
It is fixed.The light steel grating skeleton of tubulose is factory-made component, and high production efficiency, process velocity is fast, at low cost, convenient for guaranteeing quality,
It can make that construction is more convenient, good economy performance is high-efficient.
It is connected in order to facilitate the interlayer of superposed column, reduces the workload of live interlayer connection, the light steel grating bone of tubulose
Frame 2-1 is equipped with and the capital nose girder 2-1-1 of the superposed column either flush and column bottom nose girder 2- concordant with the superposed column bottom surface
1-2 is equipped with hole 2-1-7 up and down in the middle part of the capital nose girder 2-1-1 and the column bottom nose girder 1-2.Concrete
When pouring, the inside of column mould 2-2 can be entered from the hole, also serve as venthole, and concrete is enable smoothly to inject, heavier
It wants, which, which can guarantee that upper and lower layer concrete pours, becomes whole.In particular, neighbouring two layers of overlapping column tube
The connection structure of the light steel grating skeleton of shape are as follows: the column bottom nose girder 2-1-2 of the upper layer superposed column and capital nose girder 2- of lower layer's superposed column
1-1 welding.Fig. 3 G and Fig. 3 H is referred to, column bottom nose girder 2-1-2 can be surrounded using angle steel, and two opposite angle steel are using horizontal
II 2-1-6 connection of lacing wire, intertexture hole 2-1-7 between more horizontal II 2-1-6 of lacing wire；Column bottom nose girder 2-1-2 can use steel
Plate is made, and opens up hole 2-1-7 in steel plate center.Capital nose girder 2-1-1 and column bottom nose girder 2-1-2 symmetrical configuration.
When the cross section of superposed column is rectangle, the light steel grating skeleton 2-1 of tubulose recommends to use the four light steel of Pin plane
What truss was formed by connecting, the horizontal anchor ear 1-4 is made of steel band.
Above-mentioned superposed column can be used as inner prop and directly adopt, and can also be used as column jacket use, please participate in Fig. 3 E~3F, above-mentioned
Superposed column is as column jacket in use, needing to be connected with insulating layer on the inside of the Cement fibre sheet-pile mould being located on the outside of the superposed column
Ⅱ2-4。
The construction procedure of above-mentioned superposed column:
One) it is prefabricated in the factory the light steel grating skeleton 2-1 of tubulose and Cement fibre for assembling column mould 2-2 according to design
Lath.
Two) Cement fibre lath is connected on the light steel grating skeleton 2-1 of tubulose using tapping screw, forms Cement fibre
Sheet-pile mould 2-2, can complete at the construction field (site), can also complete in factory.
Three) at the construction field (site), tubulose light steel grating skeleton 2-1 and Cement fibre sheet-pile mould 2-2 installation are gone forward side by side in place
Row fixation forms template system.
Four) casting concrete in Cement fibre sheet-pile mould 2-2 forms II 2-3 of concrete solid, the concrete solid
II 2-3, Cement fibre sheet-pile mould 2-2 and the light steel grating skeleton 2-1 of tubulose are superimposed as entirety, form superposed column.
Please refer to Fig. 4 A~4N, above-mentioned light steel grating concrete folding shear wall 3, including light steel grating shear wall skeleton 3-
1 and it is fixed thereon Cement fibre board wall mould 3-2, has poured III 3- of concrete solid in the Cement fibre board wall mould 3-2
3, III 3-3 of concrete solid, the Cement fibre board wall mould 3-2 and the light steel grating skeleton 3-1 are superimposed as entirety, altogether
Same stress works together, and forms overlapped shear wall.
In the construction stage, light steel grating shear wall skeleton 3-1 bears construction loads, and cement fibrolite plate is as casting concrete
Template, can accomplish zero template use, a large amount of form rentings, freight can be saved and dismantle template and have bad luck template
Expense, the expense for installing outdoor scaffold and time can be saved, greatly shortened the construction period, project cost is reduced.It is using
Stage, light steel grating shear wall skeleton 3-1 can play the role of arrangement of reinforcement in conventional steel bar concrete component, therefore above-mentioned folded
It can be unworthy of in combination shearing wall or a small amount of arrangement of reinforcement, field operation amount can be further reduced.Gently steel grating shear wall skeleton 3-1 is
Factory-made component, high production efficiency, process velocity is fast, at low cost, convenient for guaranteeing quality, can make that construction is more convenient, warp
Ji property is good, high-efficient.
It is connected in order to facilitate the interlayer of overlapped shear wall, reduces the workload of live interlayer connection, the light steel grating is cut
Power wall skeleton 3-1 is equipped with the wall top nose girder 3-1-1 of the overlapped shear wall either flush and puts down with the overlapped shear wall bottom surface
Neat wall bottom nose girder 3-1-2 is equipped with hole up and down on the wall top nose girder 3-1-1 and the wall bottom nose girder 3-1-2
Hole.When concreting, the inside of light steel grating shear wall skeleton 3-1 can be entered from the hole, also serve as venthole, makes
Concrete can smoothly inject, it is often more important that, which, which can guarantee that upper and lower layer concrete pours, becomes whole.Specifically
It says, the connection structure of the neighbouring light steel grating skeleton of two layers of overlapped shear wall are as follows: the wall bottom nose girder 3- of upper layer overlapped shear wall
The wall top nose girder 3-1-1 of 1-2 and lower layer's overlapped shear wall are affixed.Fig. 4 K~Fig. 4 L is please referred to, when the overlapped shear wall is in multilayer
In application, the connection structure of the light steel grating skeleton of neighbouring two layers of overlapped shear wall can be in building are as follows: upper layer overlapping shearing
The wall bottom nose girder 3-1-2 of wall is connect using bolt 3-4 with the wall top nose girder 3-1-1 of lower layer overlapped shear wall；The overlapped shear wall
In application, the connection structure of the light steel grating skeleton of neighbouring two layers of overlapped shear wall can be in skyscraper are as follows: upper stacking
The wall bottom nose girder 3-1-2 of combination shearing wall is connect with the wall top nose girder 3-1-1 of lower layer's overlapped shear wall by weld seam 3-5.
Because light steel grating shear wall skeleton 3-1 can play the role of arrangement of reinforcement in conventional steel bar concrete component,
It can not arrangement of reinforcement or reduction arrangement of reinforcement in Cement fibre board wall mould 3-2.Arrangement of reinforcement whether is needed to need according to specific force analysis feelings
Condition determines.It is unworthy of or a small amount of arrangement of reinforcement can reduces live reinforcing bar binding connection work.
It is affixed between the wall top nose girder 3-1-1 and the wall bottom nose girder 3-1-2 in the embodiments of the present invention
The vertical member 3-1-3 for having multiple tracks to be separated from each other is equipped with concrete flowing hole 3-1-4 on the vertical member 3-1-3, so as to
In overlapped shear wall one-piece casting concrete.
Fig. 4 A~Fig. 4 H is referred to, above-mentioned light steel grating shear wall skeleton 3-1 is used with flowering structure: in the wall top nose girder
The vertical member 3-1-3 that multiple tracks is separated from each other is connected between 3-1-1 and the wall bottom nose girder 3-1-2, all described vertical
The two sides of component 3-1-3 are equipped with horizontal drawing connecting elements 3-1-5.In the embodiments of the present invention, horizontal drawing connecting elements 3-1-5
It is using made of steel band.Above-mentioned vertical member 3-1-3 can not also use horizontal drawing connecting elements to connect, at this time it is generally necessary to subtract
Spacing between few vertical member, to enhance the strength and stiffness of light steel grating shear wall skeleton 3-1.
Fig. 4 A is referred to, the vertical member 3-1-3 is using made of channel steel.Refer to Fig. 4 B, the vertical member
3-1-3 is can also to be not provided with coagulation in C-type steel using concrete flowing hole 3-1-4 made of C-type steel, is equipped in C-type steel
Native flowing hole.Fig. 4 C is referred to, the vertical member 3-1-3 is to be equipped with phases on the inside of two using made of plane truss of angle steel
Pair angle steel, two angle steel separate relatively, and the oblique pull reinforcing bar 3-1-6 being arranged in facade by multiple tracks is connected to one
It rises.Refer to Fig. 4 D, the vertical member 3-1-3 be using made of planar slot steel truss, equipped with two notches it is opposite two
Root channel steel, two channel steels separate relatively, and are linked together by the horizontal drawing reinforcing bar of multiple tracks.Fig. 4 F is referred to, it is described vertical
Component 3-1-3 is using made of plane steel bar girder.
Fig. 4 A~Fig. 4 J is referred to, the wall top nose girder 3-1-1 is identical with the wall bottom nose girder 3-1-2 structure, symmetrical cloth
It sets, the wall top nose girder 3-1-1 is to use made of plane truss of angle steel, equipped with the opposite angle steel in two insides, described in two
Angle steel separates relatively, and is linked together by the oblique pull reinforcing bar 3-1-7 of multiple tracks setting planar, in adjacent oblique pull reinforcing bar
Hole up and down is formed between 3-1-7.The wall top nose girder 3-1-1 can also be made of planar slot steel truss, be equipped with
The opposite channel steel of two notches, two channel steels separate relatively, and are linked together by multiple tracks reinforcing bar.
Above-mentioned overlapped shear wall can be used as interior wall and directly adopt, and can also be used as exterior wall use, please participate in Fig. 4 M~4N,
Above-mentioned overlapped shear wall is as exterior wall in use, needing the Cement fibre board wall mould 3-2's being located on the outside of the overlapped shear wall
Inside is connected with III 3-6 of insulating layer.
The construction procedure of above-mentioned overlapped shear wall:
One) it is prefabricated in the factory the light steel grating shear wall skeleton 3-1 according to design, cuts the cement for assembling wall mould
Fiberboard；
Two) connection that cement fibrolite plate and the light steel grating shear wall skeleton 3-1 are completed using tapping screw, forms water
Mud fiber board wall mould 3-2；It can complete, can also be completed in factory at the construction field (site).
Three) at the construction field (site), Cement fibre board wall mould 3-2 and the light steel grating shear wall skeleton 3-1 are installed in place
And it is fixed and to form template system.
Four) casting concrete in Cement fibre board wall mould 3-2 forms III 3-3 of concrete solid, the concrete solid
III 3-3, the Cement fibre board wall mould 3-2 and the light steel grating skeleton 3-1 are superimposed as entirety, form overlapped shear wall.
Please refer to Fig. 5 A~5H, above-mentioned light steel grating concrete folding plate 4, including cement fibrolite plate floor bottom mould 4-1 and
Light steel grating floor framing, the light steel grating floor framing are by multiple steel bar girder 4-2 longitudinally extended along floor or light
What steel joist 4-5 was constituted, each steel bar girder 4-2 or lightgage steel joist 4-5 by be fixed on the connecting plate 4-3 of its bottom with
The cement fibrolite plate floor bottom mould 4-1 is affixed, on the cement fibrolite plate floor bottom mould 4-1 and the light steel grating skeleton
IV 4-4 of concrete solid, IV 4-4 of concrete solid, the cement fibrolite plate floor bottom mould 4-1 and the light steel are poured
Grid floor framing is superimposed as entirety, forms the superimposed sheet of whole stress.
In the construction stage, light steel grating floor framing bears construction loads, mould of the cement fibrolite plate as casting concrete
Plate can accomplish that zero template uses, can save a large amount of form rentings, freight and dismantle template and have bad luck the expense of template
With, expense and the time of installation full hall scaffold can be saved, is greatly shortened the construction period, reduction project cost.In service stage,
Light steel grating floor framing can play the role of arrangement of reinforcement in conventional steel bar concrete component, therefore can be in above-mentioned superimposed sheet
It is unworthy of or a small amount of arrangement of reinforcement, field operation amount can be further reduced.In addition light steel grating floor framing is factory-made component, raw
Produce high-efficient, process velocity is fast, at low cost, convenient for guaranteeing quality, can make that construction is more convenient, good economy performance is high-efficient.And
And the perception of cement fibrolite plate and with decoration, finishing layer associativity be superior to galvanized steel plain sheet, convenient for decoration and finishing, it is not necessary to
It removes.The materials of cement fibrolite plate are easy simultaneously, and cost is lower.
In the present embodiment, any one of channel steel, H profile steel, U-shaped steel and Fang Tongzhong can be used in the lightgage steel joist 4-5
Profile or other light steel building materials are made.Multiple concrete flowing holes laterally penetrated through can be set on the lightgage steel joist 4-5
4-7, in order to superimposed sheet one-piece casting concrete.
Because light steel grating floor framing can play the role of arrangement of reinforcement in conventional steel bar concrete component, in cement
On fiberboard floor bottom mould 4-1 can not arrangement of reinforcement or few arrangement of reinforcement, need few arrangement of reinforcement and the light steel grating floor framing be by
In the case that multiple lightgage steel joist 4-5 longitudinally extended along floor are constituted, in the top of the cement fibrolite plate floor bottom mould 4-1
Equipped with the longitudinal direction of the common stress of lightgage steel joist 4-5 add steel bar stress 4-6.Needing few arrangement of reinforcement and the light steel grating
Skeleton is in the case where being made of multiple steel bar girder 4-2 longitudinally extended along floor, in the cement fibrolite plate floor bottom mould
The top of 4-1, which is equipped with, adds steel bar stress (not showing in figure) with the transverse direction of the common stress of steel bar girder 4-2, the transverse direction
Additional steel bar stress binding is on the steel bar girder 4-2.It is unworthy of or a small amount of arrangement of reinforcement can reduces live reinforcing bar binding connection work
Make.In the present embodiment, the cement fibrolite plate floor bottom mould 4-1 is connect with the connecting plate 4-3 using self-tapping screw.
The construction procedure of above-mentioned superimposed sheet:
One) according to design size, the steel bar girder 4-2 or light steel that are prefabricated in the factory for making light steel grating floor framing
Keel 4-5 tailors the cement fibrolite plate for floor spiced bed die, then according to design scheme, by steel bar girder 4-2 or light steel
Keel 4-5 is connected on corresponding cement fibrolite plate；
Two) installation at the construction field (site), completing cement fibrolite plate and the steel bar girder 4-2 or lightgage steel joist 4-5 is fixed,
Slab form system is formed, all cement fibrolite plates form cement fibrolite plate floor bottom mould 4-1, the steel bar girder 4-2 or light
Steel joist 4-5 forms light steel grating floor framing；
Three) casting concrete in slab form system, in the cement fibrolite plate floor bottom mould 1 and the light steel grating
On floor framing formed IV 4-4 of concrete solid, IV 4-4 of concrete solid, the cement fibrolite plate floor bottom mould 4-1 and
The light steel grating floor framing is superimposed as entirety, forms the superimposed sheet of whole stress.
Please refer to Fig. 6 A~Fig. 6 J, above-mentioned light steel grating concrete folding stair, including cement fibrolite plate stair bed die 5-1
With cement fibrolite plate stair side form 5-10 and light steel grating stair inclined plate skeleton, the light steel grating stair inclined plate skeleton be by
What multiple steel bar girder 5-2 longitudinally extended along stair or lightgage steel joist 5-5 were constituted, each steel bar girder 5-2 or light steel
Keel 5-5 is connect with the cement fibrolite plate stair bed die 5-1, and all steel bar girder 5-2 or lightgage steel joist 5-5 pass through
The road number of the multiple tracks transverse direction steel plate 5-6 connection being welded at the top of it, the transverse direction steel plate 5-6 is identical as the number of stair step,
It is connected with stair step skeleton 5-7 on the lateral steel plate 5-6, cement fibre is connected on the stair step skeleton 5-7
Dimension plate is marked time vertical plate 5-8；The cement fibrolite plate stair side form 5-10 is connected to the light steel grating stair inclined plate skeleton and institute
It states on stair step skeleton 5-7, a cement fibrolite plate stair bed die 5-1, two cement fibrolite plate stair side forms
5-10 and multiple cement fibrolite plates mark time vertical plate 5-8 constitute cement fibrolite plate stair mould, in the cement fibrolite plate stair
V 5-4 of concrete solid, V 5-4 of concrete solid, the cement fibrolite plate stair mould, the light steel lattice have been poured in mould
Grid stair inclined plate skeleton and the stair step skeleton 5-7 are superimposed as entirety, form the overlapping stair of whole stress.
In the construction stage, light steel grating stair inclined plate skeleton bears construction loads, includes cement fibrolite plate stair side form 5-
The template system of 10 and cement fibrolite plate stair bed die 5-1, can accomplish zero template use, can save a large amount of form rentings,
Freight and disassembly template and the expense for having bad luck template can save expense and the time of installation full hall scaffold, greatly
Ground shortens the construction period, and reduces project cost.In service stage, light steel grating skeleton can play matches in conventional steel bar concrete component
The effect of muscle, therefore can be unworthy of in above-mentioned overlapping stair or a small amount of arrangement of reinforcement, field operation amount can be further reduced.In addition
Light steel grating skeleton is factory-made component, and high production efficiency, process velocity is fast, at low cost, convenient for guaranteeing quality, can make to apply
Work is easier, good economy performance, high-efficient.It overlaps stair and uses cast-in-place structural, greatly reduce construction site precast stair
Weight is lifted, construction process economic security is made.
According to on-site actual situations and the requirement of different buildings, can be connected on the stair step skeleton 5-7 or not
Connection cement fibrolite plate is marked time plate 5-9, is marked time plate 5- when being connected with cement fibrolite plate on the stair step skeleton 5-7
It when 9, after casting concrete, is combined into one with concrete, does not have to remove after the completion of construction.The lightgage steel joist 5-5 can be used
Channel steel, H profile steel, any one profile of U-shaped steel and Fang Tongzhong or other light steel building materials are made.On the lightgage steel joist 5-5
Multiple concrete flowing holes laterally penetrated through can be set, in order to overlap stair one-piece casting concrete.
Because light steel grating skeleton can play the role of arrangement of reinforcement in conventional steel bar concrete component, in Cement fibre
It can not arrangement of reinforcement or few arrangement of reinforcement on slab-type apartment building ladder bed die 5-1.When needing few arrangement of reinforcement, it should be equipped in the cement fibrolite plate stair mould
With the additional steel bar stress 5-11 of the common stress of the light steel grating stair inclined plate skeleton.In the light steel grating stair inclined plate bone
Frame is in the case where being made of multiple steel bar girder 5-2 longitudinally extended along stair, and the steel bar girder 5-2 is by being welded on it
The junction steel plate 5-3 of bottom and the cement fibrolite plate stair bed die 5-1 are affixed.In the present embodiment, cement fibrolite plate uses
Self-tapping screw is connect with metal component.
The construction procedure of above-mentioned overlapping stair:
One) according to design size, the cement fibrolite plate I for assembled stair bed die is tailored, for assembled stair in factory
The cement fibrolite plate II of side form and cement fibrolite plate III for making vertical plate of marking time, it is prefabricated to be used to form steel grating stair inclined plate
The steel bar girder 5-2 or lightgage steel joist 5-5 of skeleton, prefabrication transverse steel plate 5-6 and stair step skeleton 5-7；Lateral steel plate 5-6's
Number is identical as the number of stair step；
Two) according to design scheme, cement fibrolite plate I is connected on the steel bar girder 5-2 or lightgage steel joist 5-5, institute
There are steel bar girder 5-2 or lightgage steel joist 5-5 to connect by being welded on the multiple tracks transverse direction steel plate 6 at the top of it, all cement fibrolite plates I
It forms cement fibrolite plate stair bed die 5-1, all steel bar girder 5-2 or lightgage steel joist 5-5 and forms steel grating stair inclined plate skeleton,
The light steel grating stair inclined plate skeleton is made of multiple steel bar girder 5-2 longitudinally extended along stair or lightgage steel joist 5-5
's；The affixed stair step skeleton 5-7 on lateral steel plate 5-6 connects cement fibrolite plate III, shape on stair step skeleton 5-7
It marks time vertical plate 5-8 at cement fibrolite plate；Cement fibrolite plate II is connected to light steel grating stair inclined plate skeleton and stair step bone
On frame 5-7, cement fibrolite plate stair side form 5-10, two cement fibrolite plate stair side form 5-10, a cement fibrolite plate are formed
Stair bed die 5-1 and multiple cement fibrolite plates mark time vertical plate 5-8 constitute cement fibrolite plate stair mould.
Three) installation at the construction field (site), completing cement fibrolite plate stair mould and light steel grating stair inclined plate skeleton is fixed, shape
At stair template system；
Four) casting concrete in cement fibrolite plate stair mould, concrete solid 5-4 in cement fibrolite plate stair mould,
The cement fibrolite plate stair mould, the light steel grating stair inclined plate skeleton and the stair step skeleton 5-7 are superimposed as whole
Body forms the overlapping stair of whole stress.
Engineering practice proves, light steel grating concrete building system using the above structure has that easy for construction, speed is fast,
The advantages that good economy performance, can be used as novel prefabrication system and promote and apply.
Although being described above in conjunction with preferred embodiment of the attached drawing to the utility model, the utility model is not
It is confined to above-mentioned specific embodiment, the above mentioned embodiment is only schematical, is not restrictive, ability
The those of ordinary skill in domain is not departing from the utility model aims and claimed under the enlightenment of the utility model
In the case where range, many forms can also be made, these are belonged within the protection scope of the utility model.
Claims (10)
1. a kind of light steel grating concrete building system, which is characterized in that including light steel grating concrete composite beam, light steel grating
Concrete superposed column, light steel grating concrete folding shear wall, light steel grating concrete folding plate and light steel grating overlap stair,
The light steel grating concrete composite beam, the light steel grating concrete superposed column, the light steel grating concrete folding shearing
Wall, the light steel grating concrete folding plate and the light steel grating overlapping stair are equipped with light steel grating skeleton and Cement fibre
Template die, Cement fibre template die are connected on corresponding light steel grating skeleton, and corresponding coagulation has been poured in Cement fibre template die
Native entity, concrete solid are superimposed as entirety with corresponding light steel grating skeleton and corresponding Cement fibre template die, are formed whole
Body force structure.
2. light steel grating concrete building system according to claim 1, which is characterized in that the light steel grating concrete
Composite beam includes the edge-on plane light steel truss structure that two Pin longitudinally extend along beam, and the bottom of edge-on plane light steel truss structure described in two Pin is logical
It crosses multiple tracks steel tie I to link together, is respectively connected with cement fibrolite plate on the outside of the edge-on plane light steel truss structure described in two Pin
The bottom of beam side, the edge-on plane light steel truss structure described in two Pin is equipped with cement fibrolite plate beam bottom board, two Cement fibres
Plate-girder side form and a cement fibrolite plate beam bottom board constitute the cement fibrolite plate beam form that cross section is flute profile, in the cement
Concrete solid I, edge-on plane light steel truss structure and institute described in the concrete solid I, two Pin have been poured in fiberboard beam form
It states cement fibrolite plate beam form and is superimposed as entirety, form the composite beam of whole stress；
The light steel grating concrete composite beam is as outer beam in use, in the Cement fibre plate-girder side being located on the outside of the composite beam
Insulating layer I is connected on the inside of mould.
3. light steel grating concrete building system according to claim 1, which is characterized in that the steel grating concrete is folded
Zygostyle includes the Cement fibre sheet-pile mould of the light steel grating skeleton of tubulose and package on the outside, and the light steel grating skeleton of tubulose is set
There are more vertical members, the more vertical members are linked together by the horizontal anchor ear of multiple tracks, described perpendicular in opposite two
To between component be equipped with horizontal lacing wire I；The Cement fibre sheet-pile mould is assembled by Cement fibre lath, in the water
Concrete solid II, the light steel grating skeleton of the concrete solid II, the tubulose and institute have been poured in mud fiber sheet-pile mould
It states Cement fibre sheet-pile mould and is superimposed as entirety, form the superposed column of whole stress；
The steel grating concrete superposed column is as column jacket in use, in the Cement fibre sheet-pile mould being located on the outside of the superposed column
Inside is connected with insulating layer II.
4. light steel grating concrete building system according to claim 1, which is characterized in that the light steel grating concrete
Overlapped shear wall includes light steel grating shear wall skeleton and the Cement fibre board wall mould that is fixed thereon, in the cement fibrolite plate
Concrete solid, the concrete solid, the Cement fibre board wall mould and the light steel grating shear wall have been poured in wall mould
Skeleton is superimposed as entirety, forms overlapped shear wall；
The light steel grating concrete folding shear wall is as exterior wall in use, fine in the cement being located on the outside of the overlapped shear wall
Insulating layer III is connected on the inside of dimension board wall mould.
5. light steel grating concrete building system according to claim 1, which is characterized in that the light steel grating concrete
Superimposed sheet includes cement fibrolite plate floor bottom mould and light steel grating floor framing, and the light steel grating floor framing is by multiple edges
What the steel bar girder or lightgage steel joist that floor longitudinally extends were constituted, each steel bar girder or lightgage steel joist are by being fixed on it
The connecting plate of bottom and the cement fibrolite plate floor bottom mould are affixed, in the cement fibrolite plate floor bottom mould and the light steel lattice
Concrete solid IV is poured on grid floor framing, the concrete solid IV, the cement fibrolite plate floor bottom mould and described
Light steel grating floor framing is superimposed as entirety, forms the superimposed sheet of whole stress.
6. light steel grating concrete building system according to claim 1, which is characterized in that the light steel grating overlaps building
Ladder includes cement fibrolite plate stair bed die and cement fibrolite plate stair side form and light steel grating stair inclined plate skeleton, the light steel
Grid stair inclined plate skeleton is that the steel bar girder or lightgage steel joist longitudinally extended by multiple along stair is constituted, each reinforcing bar
Truss or lightgage steel joist are connect with the cement fibrolite plate stair bed die, and all steel bar girders or lightgage steel joist pass through weldering
The multiple tracks transverse direction steel plate connection at the top of it is connect, the road number of the transverse direction steel plate is identical as the number of stair step, in the cross
It is connected with stair step skeleton on steel plate, cement fibrolite plate is connected on the stair step skeleton and is marked time vertical plate；It is described
Cement fibrolite plate stair side form is connected on the light steel grating stair inclined plate skeleton and the stair step skeleton, described in one
Cement fibrolite plate stair bed die, two cement fibrolite plate stair side forms and multiple cement fibrolite plates mark time vertical plate composition
Cement fibrolite plate stair mould, has poured concrete solid V in the cement fibrolite plate stair mould, the concrete solid V,
The cement fibrolite plate stair mould, the light steel grating stair inclined plate skeleton and the stair step skeleton are superimposed as entirety,
Form the overlapping stair of whole stress.
7. light steel grating concrete building system according to claim 2, which is characterized in that the edge-on light steel truss of plane
It is provided with top lightweight section and bottom lightweight section, passes through drawing between the top lightweight section and the bottom lightweight section
Knot reinforcing bar II links together.
8. light steel grating concrete building system according to claim 4, which is characterized in that the light steel grating shear wall
Skeleton be equipped with the wall top nose girder of the overlapped shear wall either flush and the wall bottom nose girder concordant with the overlapped shear wall bottom surface,
Hole up and down is equipped on the wall top nose girder and wall bottom nose girder；
The connection structure of the neighbouring light steel grating shear wall skeleton of two layers of overlapped shear wall are as follows: the wall bottom of upper layer overlapped shear wall
The wall top nose girder of nose girder and lower layer's overlapped shear wall is affixed.
9. light steel grating concrete building system according to claim 3, which is characterized in that the light steel grating bone of tubulose
Be provided with the capital nose girder of the superposed column either flush and the column bottom nose girder concordant with the superposed column bottom surface, in the capital
Hole up and down is equipped in the middle part of nose girder and column bottom nose girder；
The connection structure of the neighbouring light steel grating skeleton of two layers of superposed column tubulose are as follows: the column bottom nose girder of upper layer superposed column and lower layer
The capital nose girder of superposed column welds.
10. light steel grating concrete building system according to claim 6, which is characterized in that in the stair step bone
Cement fibrolite plate is also connected on frame to mark time plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821420747.2U CN208803628U (en) | 2018-08-30 | 2018-08-30 | Light steel grating concrete building system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821420747.2U CN208803628U (en) | 2018-08-30 | 2018-08-30 | Light steel grating concrete building system |
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| CN208803628U true CN208803628U (en) | 2019-04-30 |
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ID=66236684
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108999335A (en) * | 2018-08-30 | 2018-12-14 | 天津大学建筑设计研究院 | Light steel grating concrete building system |
| CN111395754A (en) * | 2020-04-09 | 2020-07-10 | 晏幸福 | Method for implementing formwork supporting system |
-
2018
- 2018-08-30 CN CN201821420747.2U patent/CN208803628U/en not_active Withdrawn - After Issue
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108999335A (en) * | 2018-08-30 | 2018-12-14 | 天津大学建筑设计研究院 | Light steel grating concrete building system |
| CN108999335B (en) * | 2018-08-30 | 2023-12-29 | 天津大学建筑设计规划研究总院有限公司 | Light steel grating concrete house system |
| CN111395754A (en) * | 2020-04-09 | 2020-07-10 | 晏幸福 | Method for implementing formwork supporting system |
| CN111395754B (en) * | 2020-04-09 | 2021-12-03 | 晏幸福 | Method for implementing formwork supporting system |
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Address after: 300073 Tianda architectural creative building (Science Park), No.192 Anshan West Road, Nankai District, Tianjin Patentee after: Tianjin University architectural design and Planning Research Institute Co.,Ltd. Address before: No.192 Anshan West Road, Nankai District, Tianjin 300073 Patentee before: TIANJIN University RESEARCH INSTITUTE OF ARCHITECTRUAL DESIGN & URBAN PLANNING |
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Granted publication date: 20190430 Effective date of abandoning: 20231229 |
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| AV01 | Patent right actively abandoned |
Granted publication date: 20190430 Effective date of abandoning: 20231229 |
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| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |