CN2918571Y - Enveloped cold-forming steel full-combined building - Google Patents

Enveloped cold-forming steel full-combined building Download PDF

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Publication number
CN2918571Y
CN2918571Y CN 200620012522 CN200620012522U CN2918571Y CN 2918571 Y CN2918571 Y CN 2918571Y CN 200620012522 CN200620012522 CN 200620012522 CN 200620012522 U CN200620012522 U CN 200620012522U CN 2918571 Y CN2918571 Y CN 2918571Y
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China
Prior art keywords
steel
concrete
profiled sheet
square tube
cold
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Expired - Lifetime
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CN 200620012522
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Chinese (zh)
Inventor
蔡玉春
卡宗舒
苏磊
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Beijing Sbs Industrialization Residential Building Integration System Engineerin
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Beijing Sbs Industrialization Residential Building Integration System Engineerin
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Priority to CN 200620012522 priority Critical patent/CN2918571Y/en
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Abstract

The utility model discloses an outsourcing cold-formed steel complete-integrated building, which comprises a column, a beam, a floor, a wall body and a T style steel; wherein the column is a concrete-filled column of cold bending and square tube, the beam is a channel steel composite beam with outer edge, the floor is a cold-formed profiled sheet concrete-filled floor, the wall body is a cold-formed profiled sheet composite wall body. The concrete-filled column of cold bending and square tube comprises a square tube and concrete; the channel steel composite beam with outer edge comprises a cap-shaped steel and concrete; the cold-formed profiled sheet concrete-filled floor comprises a profiled sheet and concrete; the cold-formed profiled sheet composite wall body comprises a profiled sheet and concrete. Being a complete-integrated building system covering column, beam, floor and enclosure structure, the utility model has the advantages of a faster construction, a reduced construction cost, a low overall cost, a simple structure and an elegant appearance.

Description

The full component building thing of outsourcing cold formed steel
Technical field
The utility model belongs to building field, relates to the full component building thing of a kind of cold formed steel.
Background technology
According to the use material, the classification of modern building fabric can be divided into substantially: masonry structure, steel work, concrete structure and steel-concrete mixed structure, reinforcing bar structure and steel-concrete combined structure, membrane structure, glass structure or the like.But these structures all exist certain shortcoming, all use narrow application range under given conditions as masonry structure, membrane structure, glass structure; Steel work is under existing technical conditions, and the cost problem of higher fails effectively to be solved always, concrete structure, reinforcing bar structure shortcomings such as then speed of application is slow, the situ wet workload is big.
The utility model content
At the deficiencies in the prior art, the purpose of this utility model be exactly to provide that a kind of economical rationality fabrication and installation are convenient, speed of application is fast, the full component building thing of outsourcing cold formed steel of environment-friendly type.
For achieving the above object, the full component building thing of a kind of outsourcing cold formed steel of the utility model, comprise post, beam, superstructure, body of wall and T-steel, described post is a clod wash square tube concrete combination column, described beam is outer lipped channel compound beam, described superstructure is a cold forming profiled sheet concrete composite floor system, and described body of wall is a cold forming profiled sheet combined wall; Wherein, described clod wash square tube concrete combination column comprises square tube and concrete, described outer lipped channel compound beam comprises hat shape steel and concrete, described cold forming profiled sheet concrete composite floor system comprises profiled sheet and concrete, and contained cold forming profiled sheet combined wall comprises profiled sheet and concrete.
Further, the two ends of described hat shape steel are passed corresponding square tube respectively and are fixed with square tube, described some T-steels are laid in the plane of hat shape steel formation, and the two ends of T-steel are separately fixed on the corresponding hat shape steel, and described profiled sheet is fixed on the external surface of T-steel.
Further, the two ends steel of described T type is welded on the hat shape steel, and described profiled sheet is connected with T-steel by shear key.
Further, described concrete pouring is in described square tube, on the surface of hat shape steel and profiled sheet.
Further, the inner surface of described square tube is provided with some stiffeners or holdfast, and the axis of stiffener or holdfast is vertical mutually with the axis of described square tube.
Further, the axis ordered of described stiffener or anchor is parallel with the axis of described hat shape steel.
Compared with prior art, the full component building thing of the utility model outsourcing cold formed steel, be to contain post, beam, a kind of novel full component building system of floor and space enclosing structure, has quick construction, reduce construction cost, overall cost is cheap, simple structure, build advantages such as attractive in appearance, simultaneously, the full component building system of this novel encased steel also can promote the batch production and the standardized production of building structure, good exemplary role is played in the development that can be the steel structure of housing industry, can promote steel-concrete combined structure being applicable in housing construction, promote the raising of building level, can produce remarkable economic efficiency and social benefit.
Description of drawings
Fig. 1 is the part-structure schematic diagram in the full component building thing of outsourcing cold formed steel;
Fig. 2 is the structural representation of profiled steel sheet combination floor;
The structural representation that Fig. 3 uses in construction for cold forming profiled sheet combined wall;
Fig. 4 is the structural representation of square tube;
Fig. 5 is the section structure schematic diagram of outer lipped channel compound beam;
Fig. 6 is the section structure schematic diagram of shaped steel 4.
The specific embodiment
The full component building thing of the utility model outsourcing cold formed steel is meant the full component building system that is formed by clod wash square tube concrete combination column, outer lipped channel compound beam and cold forming profiled sheet concrete composite floor system and the set of cold forming profiled sheet combined wall.
Wherein, cold forming square tube concrete column be in empty steel pipe placing of concrete, the two forms integral body and the bending component of collaborative work, has higher capacity, good deformability and energy dissipation capacity.Under the axial pressure effect, the pipe inner concrete is subjected to the lateral restraint of outer steel pipe and forms the stress state that core concrete is in three dimension stress, not only improved compressive strength, but also increased plastic deformation ability, core concrete provides the skeleton supporting role simultaneously, avoids outside steel pipe that cripling takes place in pressurized process.
Outer lipped channel compound beam is steel plate to be welded into or clod wash becomes as shown in Figure 5 the cross section as the beam rib, and disturbing concrete in the flank in cross section and the edge of a wing, top forms that steel---the member of concrete T type compound section is to bear external load jointly.In civil engineering, this shape for hat cross section steel-concrete combination beam, because inner fill concrete, make member both increase rigidity of section, prevent that again steel fine strain of millet from doing the time spent separately, be easy to generate crippling because of the web height approaches, reduce depth of beam with increase house headroom, but and the construction volume accelerating construction progress of minimizing template.In a word owing to made full use of two kinds of different stress performances of material of concrete and steel, thereby have that bearing capacity height, ductility are good, comprehensive economic index is than advantages such as height.
As shown in Figure 4, according to the building demand, on inner surface around the square tube 14, all be welded with stiffener 16 or rivet 17, wherein, the position of stiffener 16 or rivet 17 and quantity are according to calculating.
As shown in Figure 1, when the construction construction of the full component building thing of outsourcing cold formed steel, at first the two ends of hat shape steel 15 are passed square tube 14 and fixing with it, the axis of the stiffener 16 in the square tube 14 is parallel with the axis of hat shape steel 15, again T-steel 3 is laid on the surface of hat shape steel 15, the two ends and the hat shape steel 15 of T-steel 3 are welded together, profiled sheet 1 is installed on the surface of T-steel 3 and and connects by shear key.Like this, rectangular steel pipe 14, hat shape steel 15, T-steel 3 and profiled sheet 1 form unified integral body, and according to the calculation requirement of routine, behind floor and the suitable arrangement of reinforcement of shape for hat beam, are that a standard block carries out concrete cast with every layer.After the concrete final set, then according to specific requirement, cold forming profiled sheet combined wall and this standard unit are assembled, combined wall is by being connected with built-in fitting in the floor, and promptly T-steel 3 is connected with built-in fitting, simultaneously T-steel 3 double wall beam and the keel done.
Cold forming profiled sheet concrete composite floor system and cold forming profiled sheet combined wall are to utilize the profiled sheet combining structure as flooring with go along with sb. to guard him system.As shown in Figure 2, this combined system is made up of remain silent profiled sheet 1 (SBS-605600) and T-steel 2 and steel concrete.The profiled sheet 1 of remaining silent is fastened by connecting key 2 with T-steel 3 members and is connected together, after disposing certain reinforcing bar according to demand, with the profiled sheet 1 double template of doing of remaining silent, fluid concrete thereon, the adhesion stress between profiled sheet 1 and the concrete and the shearing force of connecting key 2 make it become an organic whole by remaining silent.Profiled sheet 1 and the T-steel 3 of remaining silent forms the template and the supporting platform of whole floor slab construction, and by conventional construction measure, makes its double primary structure member of doing.The profiled sheet 1 double steel bar stress of doing of remaining silent, the T-steel 3 double secondary beams of doing, wherein T-steel 3 also can substitute with shaped steel 4 as shown in Figure 6.When this system is used as exterior wall, as shown in Figure 3, at first constitute the main skeleton of whole keel wall board with the shaped steel 4 and the profiled sheet 1 of remaining silent, interior wall 5 can adopt materials such as gypsum plank according to demand, and interior wall 5 materials (gypsum plank etc.) are connected on the shaped steel 4 by self threading pin; At 5 of interior walls and 4 air layers 6 that form sealing of shaped steel, and cooperate heat preserving and insulating material 7 to unite the effect of playing the thermal insulation sound insulation, heat preserving and insulating material 7 generally is filled in the inboard of shaped steel 4 or adopts polyphenyl class material to be sprayed on the inboard of shaped steel 4; Exterior wall 8 adds external wall decorative material 13 etc. by touching ash 12 behind connector 10 extension stone materials or the use dipy model net 11 generally as required.In exterior wall, the double keel of doing wall beam and interior facing connection of T-steel or shaped steel are by regulating the thickness of heat preserving and insulating material, can satisfy the requirement of the varying environment of different regions, and this system convenient and quick construction, because the multiple action of T-steel or shaped steel 4 can be saved certain construction costs.Profiled sheet-concrete combined floor is a kind of novel floor slab structure form, profiled sheet and concrete combination, steel plate tension and the measuring body advantage of concrete have been brought into play in effect, pair cross-section rigidity also has certain contribution, and have that concrete amount reduces, construction weight alleviates, saves a large amount of templates, easy construction, construction speed are fast, be convenient to advantage such as pipe laying.
The full component building thing of this outsourcing cold formed steel advantages such as advanced person, economical rationality, fabrication and installation are convenient, speed of application is fast that possess skills, particularly main following points: 1. the connection of square tube and shape for hat fine strain of millet is can be according to the form of node different takes different connected modes, generally uses the mode of reinforcing bar telepathy or holdfast plate to connect.This method construct is simple, easy construction.Especially do not have the outer shroud structure, can not bring the trouble of concealed nodes, have the building of making advantage attractive in appearance to building; 2. the shape for hat beam links together profiled sheet and T-steel with being connected at first of floor by shear key, and T-steel links together by spotweld and shape for hat fine strain of millet, thereby forms an integral body.Before the concrete final set, T-steel provides lateral support to shape for hat fine strain of millet, prevents unstability outside the plane of hat shape steel; After the concrete final set, shear key will increase the adhesion stress of concrete and profiled sheet, make it to become a more effectively integral body; 3. wall body structure is by being connected with built-in fitting in the floor, and promptly T-steel is connected with built-in fitting, simple structure, and double wall beam and the keel done of T-steel can reduce cost simultaneously; 4. whole building system is not used template substantially in construction, only adopt a small amount of supporting when span is big, can accelerate speed of application thus, reduce construction cost.

Claims (6)

1, the full component building thing of a kind of outsourcing cold formed steel, comprise post, beam, superstructure, body of wall and T-steel, it is characterized in that, described post is a clod wash square tube concrete combination column, described beam is outer lipped channel compound beam, described superstructure is a cold forming profiled sheet concrete composite floor system, and described body of wall is a cold forming profiled sheet combined wall; Wherein, described clod wash square tube concrete combination column comprises square tube and concrete, described outer lipped channel compound beam comprises hat shape steel and concrete, described cold forming profiled sheet concrete composite floor system comprises profiled sheet and concrete, and contained cold forming profiled sheet combined wall comprises profiled sheet and concrete.
2, the full component building thing of outsourcing cold formed steel according to claim 1, it is characterized in that, the two ends of described hat shape steel are passed corresponding square tube respectively and are fixed with square tube, described some T-steels are laid in the plane of hat shape steel formation, the two ends of T-steel are separately fixed on the corresponding hat shape steel, and described profiled sheet is fixed on the external surface of T-steel.
3, the full component building thing of outsourcing cold formed steel according to claim 2 is characterized in that, the two ends steel of described T type is welded on the hat shape steel, and described profiled sheet is connected with T-steel by shear key.
4, the full component building thing of outsourcing cold formed steel according to claim 3 is characterized in that, described concrete pouring is in described square tube, on the surface of hat shape steel and profiled sheet.
5, the full component building thing of outsourcing cold formed steel according to claim 4 is characterized in that the inner surface of described square tube is provided with some stiffeners or holdfast, and the axis of stiffener or holdfast is vertical mutually with the axis of described square tube.
6, the full component building thing of outsourcing cold formed steel according to claim 5 is characterized in that the axis that described stiffener or anchor are ordered is parallel with the axis of described hat shape steel.
CN 200620012522 2006-04-28 2006-04-28 Enveloped cold-forming steel full-combined building Expired - Lifetime CN2918571Y (en)

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Application Number Priority Date Filing Date Title
CN 200620012522 CN2918571Y (en) 2006-04-28 2006-04-28 Enveloped cold-forming steel full-combined building

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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104278749A (en) * 2014-10-23 2015-01-14 湖北弘毅建设有限公司 Integral connecting system for steel-concrete composite structure component of prefabricated construction
CN105332417A (en) * 2015-12-04 2016-02-17 武汉理工大学 Method for constructing prefabricated steel frame composite structure with concrete wrapped outside
CN106759900A (en) * 2017-02-28 2017-05-31 北京善筑科技股份有限公司 Assembled architecture agent structure
CN108374515A (en) * 2018-01-24 2018-08-07 长安大学 A kind of gypsum based self-leveling mortar composite floor system system based on steel-frame beam
CN108643347A (en) * 2018-04-27 2018-10-12 长江大学 Steel reinforced concrete frame-reinforced concrete wall panel Mixed Architecture
CN110439122A (en) * 2019-08-21 2019-11-12 沈阳建筑大学 A kind of precast floor slab and H profile steel beam connecting structure and connection method
CN111270769A (en) * 2020-02-10 2020-06-12 湖南理工学院 Basalt fiber concrete section steel composite structure and manufacturing method thereof
CN114127374A (en) * 2020-03-23 2022-03-01 王建友 Floor and pillar

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104278749A (en) * 2014-10-23 2015-01-14 湖北弘毅建设有限公司 Integral connecting system for steel-concrete composite structure component of prefabricated construction
CN105332417A (en) * 2015-12-04 2016-02-17 武汉理工大学 Method for constructing prefabricated steel frame composite structure with concrete wrapped outside
CN106759900A (en) * 2017-02-28 2017-05-31 北京善筑科技股份有限公司 Assembled architecture agent structure
CN108374515A (en) * 2018-01-24 2018-08-07 长安大学 A kind of gypsum based self-leveling mortar composite floor system system based on steel-frame beam
CN108643347A (en) * 2018-04-27 2018-10-12 长江大学 Steel reinforced concrete frame-reinforced concrete wall panel Mixed Architecture
CN108643347B (en) * 2018-04-27 2020-11-24 长江大学 Steel reinforced concrete frame-reinforced concrete wallboard mixed structure system
CN110439122A (en) * 2019-08-21 2019-11-12 沈阳建筑大学 A kind of precast floor slab and H profile steel beam connecting structure and connection method
CN111270769A (en) * 2020-02-10 2020-06-12 湖南理工学院 Basalt fiber concrete section steel composite structure and manufacturing method thereof
CN114127374A (en) * 2020-03-23 2022-03-01 王建友 Floor and pillar

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Granted publication date: 20070704

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