CN104389374A - Combined dense rib plate as well as manufacturing method and assembled type plate-column structure thereof - Google Patents
Combined dense rib plate as well as manufacturing method and assembled type plate-column structure thereof Download PDFInfo
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- CN104389374A CN104389374A CN201410602845.8A CN201410602845A CN104389374A CN 104389374 A CN104389374 A CN 104389374A CN 201410602845 A CN201410602845 A CN 201410602845A CN 104389374 A CN104389374 A CN 104389374A
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Abstract
The invention discloses a combined dense rib plate as well as a manufacturing method and an assembled type plate-column structure thereof, for improving the shock resistance and the impact resistance of combined dense rib plates. The combined dense rib plate comprises concrete wing plates, anti-shearing connecting parts and steel beams, wherein the upper wing edges of the steel beams are connected with the anti-shearing connecting parts; the concrete wing plates are positioned above the steam beams and are connected with the steel beams through the anti-shearing connecting parts; the steel beams comprise transverse beams and longitudinal beams; the transverse beams are in orthogonal connection with the longitudinal beams; grids are formed between every two adjacent transverse beams and between every two adjacent longitudinal beams which are in orthogonal connection with the two adjacent transverse beams; each transverse beam and each longitudinal beam comprise upper wing edges, lower wing edges which are positioned below the upper wing edges, and webs which are positioned between the upper wing edges and the lower wing edges and are connected with the upper wing edges and the lower wing edges. The combined dense rib plate is applicable to the technical field of building structures.
Description
Technical field
The present invention relates to building structure technology field, particularly relate to a kind of combination multi-ribbed plate and preparation method thereof, assembling slab column system.
Background technology
In building trade, in the building structure such as floor or slab type stairway, usually can use wing plate structure.Shown in Fig. 1, in order to increase the rigidity of wing plate 01, need to increase some girders 02 protruded in the tension side of wing plate 01, these girders protruded also are called rib.The concrete slab of such cast, is just called ribbed panel.If the number of rib is more, be then called multi-ribbed plate.
Traditional concrete dense floor, is all formed by concreting.Described concrete is a kind of artificial stone material, the concrete dense floor of usually building has higher hardness, and from great, the fragility with the concrete dense floor of higher hardness is also very large, thus, can cause the shock resistance of described concrete dense floor and impact resistance poor.
Summary of the invention
In view of this, the embodiment of the present invention provides a kind of combination multi-ribbed plate and preparation method thereof, assembling slab column system, can improve shock resistance and the impact resistance of described combination multi-ribbed plate.
On the one hand, the embodiment of the present invention provides a kind of combination multi-ribbed plate, comprising:
Concrete flange plate, shear connector and girder steel; Wherein,
The top flange of described girder steel connects described shear connector, and described concrete flange plate to be positioned at above described girder steel and to be connected with described girder steel by described shear connector;
Described girder steel comprises crossbeam and longeron, the connection orthogonal with longeron of described crossbeam, and leaves space at adjacent two crossbeams and with between two adjacent longerons of described two adjacent orthogonal connections of crossbeam;
Every bar crossbeam and every bar longeron include top flange, bottom flange below top flange and connect the web of described top flange and bottom flange between described top flanges and bottom flange; The top flange forming two adjacent drum components of described crossbeam or longeron is connected by bolt or welding with web with bottom flange, web with top flange, bottom flange.
Alternatively, every bar crossbeam and every bar longeron are formed by connecting by drum component; Wherein, described drum component comprises top flange, bottom flange and connect the web of described top flange and bottom flange between described top flange and bottom flange.
Alternatively, in described drum component, between described top flange and bottom flange, connect the web of described top flange and bottom flange, be the corrugated web extended along described drum component length direction; The material of described corrugated web is steel; The thickness of described corrugated web is 2-3 millimeter.
Alternatively, the two ends of the corrugated web of the longeron in the middle part of described girder steel, respectively stretch out top flange and the bottom flange predetermined length of described longeron; And the corrugated web that be positioned at the crossbeam of described girder steel edge orthogonal with described longeron is connected with the described corrugated web stretched out; The two ends of the corrugated web of the crossbeam in the middle part of described girder steel, respectively stretch out top flange and the bottom flange predetermined length of described crossbeam; And the corrugated web that be positioned at the longeron of described girder steel edge orthogonal with described crossbeam is connected by bolt or welding with the described corrugated web stretched out.
Alternatively, described shear connector is peg, and one end melting welding of described peg is connected on the top flange in described girder steel, and the body part of described peg is embedded in described concrete flange plate.
Alternatively, described combination multi-ribbed plate also comprises: reinforced mesh, and described reinforced mesh is layed on the top flange of described girder steel.
Alternatively, described combination multi-ribbed plate has at least an angle to be provided with recess for coordinating with corresponding column.
Combination multi-ribbed plate described in the embodiment of the present invention, comprise concrete flange plate, shear connector and girder steel, described concrete flange plate to be positioned at above described girder steel and to be connected with described girder steel by described shear connector, like this, because described girder steel has toughness, and it is jointly stressed that described girder steel and concrete flange plate are linked to be an entirety by described shear connector, thus, effectively can improve shock resistance and the impact resistance of described assembling slab column system.
On the other hand, the embodiment of the present invention provides a kind of preparation method combining multi-ribbed plate, comprising:
Drum component is carried out welding and form girder steel; Wherein, described girder steel comprises crossbeam and longeron, the connection orthogonal with longeron of described crossbeam, and leaves space at adjacent two crossbeams and with between two adjacent longerons of described two adjacent orthogonal connections of crossbeam; Described drum component comprises top flange, bottom flange and connect the web of described top flange and bottom flange between described top flange and bottom flange;
At the top flange melting welding shear connector of described girder steel;
Template is placed at described space place;
At the top flange concreting wing plate of described girder steel, described concrete flange plate is connected by described shear connector with described girder steel.
Alternatively, described web is corrugated web; The described welding formation girder steel that carried out by drum component comprises: by the two ends of the corrugated web of the longeron in the middle part of described girder steel, respectively stretch out top flange and the bottom flange predetermined length of described longeron; And the corrugated web that be positioned at the crossbeam of described girder steel edge orthogonal with described longeron welds mutually with the described corrugated web stretched out or adopts bolt to be connected; By the two ends of the corrugated web of the crossbeam in the middle part of described girder steel, respectively stretch out top flange and the bottom flange predetermined length of described crossbeam; And the corrugated web that be positioned at the longeron of described girder steel edge orthogonal with described crossbeam welds mutually with the described corrugated web stretched out or adopts bolt to be connected.
Alternatively, the described top flange melting welding shear connector at described girder steel comprises: at the top flange melting welding peg of described girder steel.
Alternatively, place template at described space place, comprising: in described space, perpendicular to the top flange of described girder steel, place at least two gripper shoes; Described gripper shoe places supporting plate, and makes the top flange of the upper surface of described supporting plate and described girder steel be positioned at same plane.
Alternatively, after template is placed at described space place, also comprise: lay reinforced mesh in the top flange of described girder steel.
Alternatively, after concreting wing plate, comprising: after described concrete flange plate of building reaches predetermined intensity, from the bottom flange of described girder steel, take out described gripper shoe and supporting plate successively.
The preparation method of the combination multi-ribbed plate described in the embodiment of the present invention, on the one hand, described method is simple and convenient, on the other hand, described combination multi-ribbed plate comprises concrete flange plate, shear connector and girder steel, described concrete flange plate to be positioned at above described girder steel and to be connected with described girder steel by described shear connector, like this, because described girder steel has toughness, and, it is jointly stressed that described girder steel and concrete flange plate are linked to be an entirety by described shear connector, thus, effectively can improve shock resistance and the impact resistance of described assembling slab column system.
Again on the one hand, the embodiment of the present invention provides a kind of assembling slab column system, comprising:
Multi-ribbed plate and column; Wherein, described multi-ribbed plate matches with the recess on described combination multi-ribbed plate for the combination multi-ribbed plate described in any one of the claims, described column.
Assembling slab column system described in the embodiment of the present invention, because described combination multi-ribbed plate integrally bending rigidity is higher, lightweight, structure ductility is large, there is good shock resistance and impact resistance, therefore described assembling slab column system also has good shock resistance and impact resistance, makes described assembling slab column system combination property better.
Accompanying drawing explanation
In order to be illustrated more clearly in the embodiment of the present invention or technical scheme of the prior art, be briefly described to the accompanying drawing used required in embodiment or description of the prior art below, apparently, accompanying drawing in the following describes is only some embodiments of the present invention, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is the structural representation of multi-ribbed plate one embodiment of the prior art;
Fig. 2 is the structural representation of combination multi-ribbed plate one embodiment of the present invention;
Fig. 3 is the structural representation of another embodiment of combination multi-ribbed plate of the present invention;
Fig. 4 is the structural representation of the another embodiment of combination multi-ribbed plate of the present invention;
Fig. 5 is the structural representation of the another embodiment of combination multi-ribbed plate of the present invention
Fig. 6 is the schematic diagram of preparation method one embodiment of combination multi-ribbed plate of the present invention;
Fig. 7 is the structural representation of assembling slab column system one embodiment of the present invention.
Detailed description of the invention
Below in conjunction with accompanying drawing, embodiment of the present invention one combination multi-ribbed plate and preparation method thereof, assembling slab column system are described in detail.
Should be clear and definite, described embodiment is only the present invention's part embodiment, instead of whole embodiments.Based on the embodiment in the present invention, those of ordinary skill in the art, not making other embodiments all obtained under creative work prerequisite, belong to the scope of protection of the invention.
Shown in Fig. 2 and Fig. 3, a kind of detailed description of the invention combining multi-ribbed plate 10 of the present invention, comprising: concrete flange plate 11, shear connector 12 and girder steel 13; Wherein, the top flange 131 of described girder steel 13 connects described shear connector 12, and described concrete flange plate 11 to be positioned at above described girder steel 13 and to be connected with described girder steel 13 by described shear connector 12; Described girder steel comprises crossbeam and longeron, the connection orthogonal with longeron of described crossbeam, and leaves space 134 at adjacent two crossbeams and with between two adjacent longerons of described two adjacent orthogonal connections of crossbeam; Every bar crossbeam and every bar longeron include top flange 131, bottom flange 132 below top flange 131 and connect the web 133 of described top flange 131 and bottom flange 132 between described top flanges 131 and bottom flange 132.
Be understandable that, described bottom flange 132 and web 133 are the floor of described combination multi-ribbed plate, like this, decrease concrete consumption to a great extent, decrease the weight of combination multi-ribbed plate, and can be cost-saving, increase the benefit.
Combination multi-ribbed plate described in the embodiment of the present invention, comprise concrete flange plate 11, shear connector 12 and girder steel 13, described concrete flange plate 11 to be positioned at above described girder steel 13 and to be connected with described girder steel 13 by described shear connector 12, like this, because described girder steel 13 has toughness, and it is jointly stressed that described girder steel 13 and concrete flange plate 11 are linked to be an entirety by described shear connector 12, thus, effectively can improve shock resistance and the impact resistance of described combination multi-ribbed plate.
In the embodiment of the present invention, described shear connector 12 can also transmit the shearing of girder steel 13 and concrete flange plate 11 interface, resist the Relative sliding between girder steel 13 and concrete flange plate 11 and prevent from starting, to ensure that girder steel 13 and concrete flange plate 11 are overall stressed, thus effectively improve the globality of combination multi-ribbed plate.
Shown in Fig. 3 and Fig. 4, in the detailed description of the invention of aforementioned combinatorial multi-ribbed plate, alternatively, every bar crossbeam and every bar longeron are formed by connecting by drum component 130; Wherein, described drum component 130 comprises top flange 131, bottom flange 132 and connect the web 133 of described top flange 131 and bottom flange 132 between described top flange 131 and bottom flange 132, particularly, the top flange 131 forming two adjacent drum components of described crossbeam or longeron is connected by bolt or welding with web 133 with bottom flange 132, web 133 with top flange 131, bottom flange 132.
In the detailed description of the invention of aforementioned combinatorial multi-ribbed plate, alternatively, in described drum component 130, between described top flange 131 and bottom flange 132, connect the web 133 of described top flange 131 and bottom flange 132, be the corrugated web 133 extended along described drum component 130 length direction; The material of described corrugated web is steel; The thickness of described corrugated web 133 is 2-3 millimeter.
In the embodiment of the present invention, the drum component 130 not only with corrugated web 133 can alleviate the deadweight of combination multi-ribbed plate, and, corrugated web 133 and the top flange 131 of drum component 130 and the contact area of bottom flange 132 larger, thus compound beam cross section integrally bending rigidity is significantly improved, the structure ductility of combination multi-ribbed plate is large, and anti-seismic performance is good.
In the detailed description of the invention of aforementioned combinatorial multi-ribbed plate, alternatively, the two ends of the corrugated web 133 of the longeron in the middle part of described girder steel 13, respectively stretch out top flange 131 and bottom flange 132 predetermined length of described longeron; And the corrugated web 133 that be positioned at the crossbeam of described girder steel 13 edge orthogonal with described longeron is connected with the described corrugated web 133 stretched out; The two ends of the corrugated web 133 of the crossbeam in the middle part of described girder steel 13, respectively stretch out top flange 131 and bottom flange 132 predetermined length of described crossbeam; And the corrugated web 133 that be positioned at the longeron of described girder steel 13 edge orthogonal with described crossbeam is connected by bolt or welding with the described corrugated web 133 stretched out.
In the embodiment of the present invention, by being connected by described corrugated web 133, making corrugated web 133 uniform stressed everywhere in combination multi-ribbed plate, also improving impact resistance and the globality of combination multi-ribbed plate.
In the embodiment of the present invention, the top flange 131 of the longeron in the middle part of described girder steel 13 and bottom flange 132 are respectively and orthogonal with described longeron and be positioned at the top flange 131 of the crossbeam of described girder steel 13 edge and bottom flange 132 is connected by bolt or welding; The top flange 131 of the crossbeam in the middle part of described girder steel 13 and bottom flange 132 are respectively and orthogonal with described crossbeam and be positioned at the top flange 131 of the longeron of described girder steel 13 edge and bottom flange 132 is connected by bolt or welding.
In the detailed description of the invention of aforementioned combinatorial multi-ribbed plate, alternatively, described shear connector 12 is peg, and one end melting welding of described peg is connected on the top flange 131 in described girder steel 13, and the body part of described peg is embedded in described concrete flange plate 11.
In the embodiment of the present invention, because the manufacturing process of peg is simple, cost is lower, and, be convenient to Site Welding, preferably, select peg as shear connector 12, but the present invention be not limited to this.
Shown in Fig. 2 or Fig. 5, in the detailed description of the invention of aforementioned combinatorial multi-ribbed plate, in order to improve the anti-crack ability of concrete flange plate 11, alternatively, described combination multi-ribbed plate also comprises: reinforced mesh 14, and described reinforced mesh 14 is layed on the top flange 131 of described girder steel 13.
In the embodiment of the present invention, preferably, Ribbed Bar mesh sheet 14 can be selected, Ribbed Bar net is established in concrete, be conducive to improving concrete shearing resistance and flexural strength, improve concrete punch resistant capability, improve the globality of pneumatically placed concrete, reduce concrete contraction fissure, and can prevent local from falling block.
In the detailed description of the invention of aforementioned combinatorial multi-ribbed plate, in order to make combination multi-ribbed plate be convenient to assembling, alternatively, described combination multi-ribbed plate has at least an angle to be provided with recess for coordinating with corresponding column.
Shown in Fig. 2 to Fig. 4, Fig. 6, the present invention also provides a kind of detailed description of the invention combining the preparation method of multi-ribbed plate 10, comprising:
Drum component 130 is carried out welding and form girder steel 13; Wherein, described girder steel 13 comprises crossbeam and longeron, the connection orthogonal with longeron of described crossbeam, and leaves space 134 at adjacent two crossbeams and with between two adjacent longerons of described two adjacent orthogonal connections of crossbeam; Described drum component 130 comprises top flange 131, bottom flange 132 and connect the web 133 of described top flange 131 and bottom flange 132 between described top flange 131 and bottom flange 132;
At the top flange 131 melting welding shear connector 12 of described girder steel 13, shown in Fig. 6;
Template 135 is placed, shown in Fig. 6 at described space 134 place;
At the top flange 131 concreting wing plate 11 of described girder steel 13, described concrete flange plate 11 is connected, shown in Fig. 2 by described shear connector 12 with described girder steel 13.
The preparation method of the combination multi-ribbed plate described in the embodiment of the present invention, on the one hand, described method is simple and convenient, on the other hand, described combination multi-ribbed plate comprises concrete flange plate 11, shear connector 12 and girder steel 13, described concrete flange plate 11 to be positioned at above described girder steel 13 and to be connected with described girder steel 13 by described shear connector 12, like this, because described girder steel 13 has toughness, and, it is jointly stressed that described girder steel 13 and concrete flange plate 11 are linked to be an entirety by described shear connector 12, thus, effectively can improve shock resistance and the impact resistance of described combination multi-ribbed plate.
In the detailed description of the invention of the preparation method of aforementioned combinatorial multi-ribbed plate, alternatively, described web 133 is corrugated web 133; The described welding formation girder steel 13 that carried out by drum component 130 comprises: by the two ends of the corrugated web 133 of the longeron in the middle part of described girder steel 13, respectively stretch out top flange 131 and bottom flange 132 predetermined length of described longeron; And the corrugated web 133 that be positioned at the crossbeam of described girder steel 13 edge orthogonal with described longeron welds with described corrugated web 133 phase of stretching out or adopts bolt to be connected; By the two ends of the corrugated web 133 of the crossbeam in the middle part of described girder steel 13, respectively stretch out top flange 131 and bottom flange 132 predetermined length of described crossbeam; And the corrugated web 133 that be positioned at the longeron of described girder steel 13 edge orthogonal with described crossbeam welds with described corrugated web 133 phase of stretching out or adopts bolt to be connected.
In the embodiment of the present invention, the drum component 130 not only with corrugated web 133 can alleviate the deadweight of combination multi-ribbed plate, and, corrugated web 133 and the top flange 131 of drum component 130 and the contact area of bottom flange 132 larger, thus compound beam cross section integrally bending rigidity is significantly improved, make the structure ductility of combination multi-ribbed plate large, anti-seismic performance is good.
In the embodiment of the present invention, by being connected by described corrugated web 133, making corrugated web 133 uniform stressed everywhere in combination multi-ribbed plate, also improving impact resistance and the globality of combination multi-ribbed plate.
In the detailed description of the invention of the preparation method of aforementioned combinatorial multi-ribbed plate, alternatively, the described top flange 131 melting welding shear connector 12 at described girder steel 13 comprises: at the top flange 131 melting welding peg of described girder steel 13.
In the embodiment of the present invention, because the manufacturing process of peg is simple, cost is lower, and, be convenient to Site Welding, preferably, select peg as shear connector 12, but the present invention be not limited to this.
In the detailed description of the invention of the preparation method of aforementioned combinatorial multi-ribbed plate, alternatively, place template 135 at described space 134 place, comprising: in described space 134, perpendicular to the top flange 131 of described girder steel 13, place at least two gripper shoes; Described gripper shoe places supporting plate, and makes the top flange 131 of the upper surface of described supporting plate and described girder steel 13 be positioned at same plane.
Alternatively, after concreting wing plate 11, comprising: after described concrete flange plate 11 of building reaches predetermined intensity, from the bottom flange 132 of described girder steel 13, take out described gripper shoe and supporting plate successively.
In the embodiment of the present invention, in described space 134, place arranges template 135, described template 135 comprises at least two gripper shoes and supporting plate, described at least two gripper shoes can support described supporting plate, the top flange 131 of the upper surface of described supporting plate and described girder steel 13 is made to be positioned at same plane, described flat board can make when concreting, and concrete can not enter described space 134, thus alleviates the deadweight of combination multi-ribbed plate.
In the detailed description of the invention of the preparation method of aforementioned combinatorial multi-ribbed plate, in order to improve the anti-crack ability of concrete flange plate 11, alternatively, after template 135 is placed at described space 134 place, also comprise: lay reinforced mesh 14 in the top flange 131 of described girder steel 13.
In the embodiment of the present invention, preferably, Ribbed Bar mesh sheet 14 can be selected, Ribbed Bar net is established in concrete, be conducive to improving concrete shearing resistance and flexural strength, improve concrete punch resistant capability, improve the globality of pneumatically placed concrete, reduce concrete contraction fissure, and can prevent local from falling block.
Shown in Fig. 7, the present invention also provides a kind of detailed description of the invention of assembling slab column system, comprising: multi-ribbed plate and column 20; Wherein, described multi-ribbed plate matches with the recess on described combination multi-ribbed plate 10 for the combination multi-ribbed plate 10 described in any one of the claims, described column 20.
Assembling slab column system described in the embodiment of the present invention, because described combination multi-ribbed plate has good shock resistance and impact resistance, therefore described assembling slab column system also has good shock resistance and impact resistance, makes described assembling slab column system more durable.
The above; be only the specific embodiment of the present invention, but protection scope of the present invention is not limited thereto, is anyly familiar with those skilled in the art in the technical scope that the present invention discloses; the change that can expect easily or replacement, all should be encompassed within protection scope of the present invention.Therefore, protection scope of the present invention should be as the criterion with the protection domain of claim.
Claims (10)
1. combine a multi-ribbed plate, it is characterized in that: comprise concrete flange plate, shear connector and girder steel; Wherein,
The top flange of described girder steel connects described shear connector, and described concrete flange plate to be positioned at above described girder steel and to be connected with described girder steel by described shear connector;
Described girder steel comprises crossbeam and longeron, the connection orthogonal with longeron of described crossbeam, and leaves space at adjacent two crossbeams and with between two adjacent longerons of described two adjacent orthogonal connections of crossbeam;
Every bar crossbeam and every bar longeron include top flange, bottom flange below top flange and connect the web of described top flange and bottom flange between described top flanges and bottom flange.
2. combination multi-ribbed plate according to claim 1, is characterized in that: every bar crossbeam and every bar longeron are formed by connecting by drum component; Wherein,
Described drum component comprises top flange, bottom flange and connect the web of described top flange and bottom flange between described top flange and bottom flange;
The top flange forming two adjacent drum components of described crossbeam or longeron is connected by bolt or welding with web with bottom flange, web with top flange, bottom flange.
3. combination multi-ribbed plate according to claim 2, is characterized in that: in described drum component, and between described top flange and bottom flange, connect the web of described top flange and bottom flange, be the corrugated web extended along described drum component length direction;
The material of described corrugated web is steel; The thickness of described corrugated web is 2-3 millimeter.
4. combination multi-ribbed plate according to claim 3, is characterized in that: the two ends of the corrugated web of the longeron in the middle part of described girder steel, respectively stretches out top flange and the bottom flange predetermined length of described longeron; And the corrugated web that be positioned at the crossbeam of described girder steel edge orthogonal with described longeron is connected by bolt or welding with the described corrugated web stretched out;
The two ends of the corrugated web of the crossbeam in the middle part of described girder steel, respectively stretch out top flange and the bottom flange predetermined length of described crossbeam; And the corrugated web that be positioned at the longeron of described girder steel edge orthogonal with described crossbeam is connected by bolt or welding with the described corrugated web stretched out.
5. combination multi-ribbed plate according to claim 4, is characterized in that: described shear connector is peg, and one end melting welding of described peg is connected on the top flange in described girder steel, and the body part of described peg is embedded in described concrete flange plate.
6. combination multi-ribbed plate according to claim 5, is characterized in that, also comprise: reinforced mesh, and described reinforced mesh is layed on the top flange of described girder steel.
7. combination multi-ribbed plate according to claim 6, is characterized in that: described combination multi-ribbed plate has at least an angle to be provided with recess for coordinating with corresponding column.
8. combine a preparation method for multi-ribbed plate, it is characterized in that, comprising:
Drum component is carried out welding and form girder steel; Wherein, described girder steel comprises crossbeam and longeron, the connection orthogonal with longeron of described crossbeam, and leaves space at adjacent two crossbeams and with between two adjacent longerons of described two adjacent orthogonal connections of crossbeam; Described drum component comprises top flange, bottom flange and connect the web of described top flange and bottom flange between described top flange and bottom flange;
At the top flange melting welding shear connector of described girder steel;
Template is placed at described space place;
At the top flange concreting wing plate of described girder steel, described concrete flange plate is connected by described shear connector with described girder steel.
9. the preparation method of combination multi-ribbed plate according to claim 8, is characterized in that, described web is corrugated web; Wherein
The described welding formation girder steel that carried out by drum component comprises:
By the two ends of the corrugated web of the longeron in the middle part of described girder steel, respectively stretch out top flange and the bottom flange predetermined length of described longeron; And the corrugated web that be positioned at the crossbeam of described girder steel edge orthogonal with described longeron welds mutually with the described corrugated web stretched out or adopts bolt to be connected;
By the two ends of the corrugated web of the crossbeam in the middle part of described girder steel, respectively stretch out top flange and the bottom flange predetermined length of described crossbeam; And the corrugated web that be positioned at the longeron of described girder steel edge orthogonal with described crossbeam welds mutually with the described corrugated web stretched out or adopts bolt to be connected.
10. the preparation method of combination multi-ribbed plate according to claim 8, is characterized in that, the described top flange melting welding shear connector at described girder steel comprises:
At the top flange melting welding peg of described girder steel.
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2016197919A1 (en) * | 2015-06-08 | 2016-12-15 | 上海市机械施工集团有限公司 | Prefabricated light steel concrete plate column structure and construction method therefor |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1275667A (en) * | 2000-04-02 | 2000-12-06 | 张云富 | Light type rib floor and construction method |
| JP2005076289A (en) * | 2003-09-01 | 2005-03-24 | Asahi Kasei Construction Materials Co Ltd | Panel fixing structure |
| CN101173542A (en) * | 2007-11-23 | 2008-05-07 | 清华大学 | Bidirectional steel-stacked plate concrete composite building roof |
| KR101038290B1 (en) * | 2010-12-29 | 2011-05-31 | 주식회사 포스코에이앤씨건축사사무소 | Bonding structure of precast slab and steel beam for slim floor and construction method thereof |
| CN202023254U (en) * | 2011-03-28 | 2011-11-02 | 魏龙淮 | H-shaped steel structure piece |
| CN102261145A (en) * | 2011-04-22 | 2011-11-30 | 清华大学 | Integrally two-way and locally one-way steel-concrete slab composite floor system and construction method thereof |
| CN103590322A (en) * | 2013-11-05 | 2014-02-19 | 上海市政工程设计研究总院（集团）有限公司 | Shear force connecting part, combination beam comprising same and construction method of combination beam |
| CN103603451A (en) * | 2013-08-16 | 2014-02-26 | 傅礼铭 | Bi-directional dense rib empty chamber floor and construction method thereof |
| CN204112582U (en) * | 2014-11-02 | 2015-01-21 | 中国矿业大学(北京) | Combination multi-ribbed plate and assembling slab column system |
-
2014
- 2014-11-02 CN CN201410602845.8A patent/CN104389374B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1275667A (en) * | 2000-04-02 | 2000-12-06 | 张云富 | Light type rib floor and construction method |
| JP2005076289A (en) * | 2003-09-01 | 2005-03-24 | Asahi Kasei Construction Materials Co Ltd | Panel fixing structure |
| CN101173542A (en) * | 2007-11-23 | 2008-05-07 | 清华大学 | Bidirectional steel-stacked plate concrete composite building roof |
| KR101038290B1 (en) * | 2010-12-29 | 2011-05-31 | 주식회사 포스코에이앤씨건축사사무소 | Bonding structure of precast slab and steel beam for slim floor and construction method thereof |
| CN202023254U (en) * | 2011-03-28 | 2011-11-02 | 魏龙淮 | H-shaped steel structure piece |
| CN102261145A (en) * | 2011-04-22 | 2011-11-30 | 清华大学 | Integrally two-way and locally one-way steel-concrete slab composite floor system and construction method thereof |
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| WO2016197919A1 (en) * | 2015-06-08 | 2016-12-15 | 上海市机械施工集团有限公司 | Prefabricated light steel concrete plate column structure and construction method therefor |
| EA034519B1 (en) * | 2015-06-08 | 2020-02-17 | Шанхай Мекенайзд Констракшн Груп Ко., Лтд. | Prefabricated light steel concrete plate column structure and construction method therefor |
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