CN203701386U - Steel-structure floor slab group - Google Patents

Steel-structure floor slab group Download PDF

Info

Publication number
CN203701386U
CN203701386U CN201320823508.2U CN201320823508U CN203701386U CN 203701386 U CN203701386 U CN 203701386U CN 201320823508 U CN201320823508 U CN 201320823508U CN 203701386 U CN203701386 U CN 203701386U
Authority
CN
China
Prior art keywords
floor
steel
vierendeel girder
steel work
girder
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN201320823508.2U
Other languages
Chinese (zh)
Inventor
张跃
Original Assignee
张跃
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 张跃 filed Critical 张跃
Priority to CN201320823508.2U priority Critical patent/CN203701386U/en
Application granted granted Critical
Publication of CN203701386U publication Critical patent/CN203701386U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model relates to a steel-structure floor slab group. The steel-structure floor slab group is formed by connecting multiple floor slabs, and the floor slabs are formed by combining truss beams and floor plates. The steel-structure floor slab group disclosed by the utility model has the advantages that the connecting is convenient, the assembling is quick, the quality is reliable, factory-like standard production can be carried out, and the construction speed is fast.

Description

A kind of steel work floor group
Technical field
The utility model relates to a kind of building unit, is specifically related to a kind of steel work floor group.
Background technology
In the architecture construction such as Business Building, house process, the construction of floor is an important ring wherein, is also one of operation that construction volume is larger.The most reinforced concrete structures that adopt of existing floor, a kind of is cast-in-place reinforced concrete floor, one is prefabrication formula reinforced concrete floor.There is following common shortcoming in these two kinds of reinforced concrete floors: (1) weight is large, and shock strength is poor; (2) construction working amount is large, and labor strength is large; (3) dust of job site or prefabricated factory, building waste are many, and the feature of environmental protection is poor.
So people gradually adopt steel work floor in present building.Although steel work floor exist speed of application fast, without building waste, can reuse, the advantage such as long service life, but in architectural process, need support with multiple connectors with independent girder steel and be connected, this has just caused the increase of steel consumptions, has also affected speed of application and efficiency simultaneously.
Utility model content
The purpose of this utility model is in order to overcome the deficiencies in the prior art, provide a kind of easy to connect, assembling is quick, reliable in quality, can batch production standard production, the fast steel work floor group of speed of application.
The utility model is achieved by the following technical programs:
A kind of steel work floor group, is connected and composed by polylith floor, and described floor is combined by girder truss and floor plate.
Further, described floor group has the connecting hole of generalization modulus, can be common to one or more positions of building, can connect by 90-degree rotation.
Further, described floor group is provided with Vierendeel girder, and described Vierendeel girder can be in 4 sides, 3 sides, 2 sides or one-sided setting.
Further, the girder truss on described Vierendeel girder and floor links together.
Further, described Vierendeel girder cross section is one or more in grooved, H type, C type or square type.
Further, described Vierendeel girder is provided with the stiffener that improves strength and stiffness.
Further, described Vierendeel girder is provided with junction plate, and junction plate has the connecting hole of generalization modulus, can connect various frame columns.
Technique effect of the present utility model is as follows:
(1) advantage of the utility model maximum is just: it is different from existing steel building structure completely, forms a kind of brand-new architectural mode.From the whole world, existing steel building structure is all to adopt steel structure frame post and girder steel composition formation building frame, then on building frame installation connecting element, floor, body of wall or other member are installed with connector.This existing steel building structure need adopt independent girder steel, and speed of application is slow, and installation workload is large, and steel consumption is large, and cost is high.The utility model steel work floor group is provided with Vierendeel girder, described Vierendeel girder can be in 4 sides, 3 sides, 2 sides or one-sided setting, girder truss on described Vierendeel girder and floor links together, in the time of construction, do not need independent girder steel, can directly the Vierendeel girder on floor be connected with high-strength bolt with the steel structure frame post in building structure, greatly reduce construction and installation engineering quantity, saved material, improved speed of application.
(2) the utility model steel work floor group has the connecting hole of generalization modulus, 4 sides, 3 sides, 2 sides or the one-sided Vierendeel girder that is provided with of described floor group, this structure can make steel work floor group have versatility, can be common to any position of building, and also rotatable 90 degree connect.
(3) Vierendeel girder in the utility model steel work floor group is provided with junction plate, and junction plate has the connecting hole of generalization modulus, can connect various frame columns.While construction at the scene, can directly be connected on frame column through the connecting hole on junction plate with high-strength bolt, convenient and swift, compared with existing steel structure frame construction, adopt floor group of the present utility model, its speed of application is 2-3 times.
(4) the utility model steel work floor group can adopt standardization large-scale production in factory, carries out strict quality examination in factory, guarantees dimensional standard, reliable in quality, and interchangeability is good, highly versatile.
(5) the utility model adopts unified size blanking, or carries out in advance manufacture craft design, guarantees reasonable materials, accomplishes clout, minimal waste, adopts in addition scale standard mode to produce, and saves material, and production efficiency is high.
Accompanying drawing explanation
Fig. 1 is the structural representation of the one-sided steel work floor group that is provided with Vierendeel girder.
Fig. 2 is the structural representation that 2 sides are provided with the steel work floor group of Vierendeel girder.
Fig. 3 is the structural representation that 3 sides are provided with the steel work floor group of Vierendeel girder.
Fig. 4 is the structural representation that 4 sides are provided with the steel work floor group of Vierendeel girder.
In accompanying drawing: 1, stiffener, 2, Vierendeel girder, 3, junction plate, 4, floor plate, 5, girder truss.
The specific embodiment
As shown in Figure 1, a kind of steel work floor group, is connected and composed by polylith floor, and described floor is combined by girder truss 5 and floor plate 4.Multiple girder trusses 5 are welded into rectangle frame, then on rectangle frame, weld or with the fixing floor plate 4 of bolt, form floor.According to actual needs, multiple floors can be connected and are combined into a large-area steel work floor group with bolt.
The girder truss 5 of floor is provided with the connecting hole of generalization modulus, makes floor group can be common to one or more positions of building, can connect by 90-degree rotation if desired.
Welding or be connected with Vierendeel girder 2 with bolt in floor group, as shown in Figure 2, Figure 3, Figure 4, described Vierendeel girder 2 is arranged on one-sided, 2 sides, 3 sides or 4 sides of floor group.When actual installation, can select the different floor groups that arrange according to different positions, convenient and swift.Described Vierendeel girder 2 links together with the girder truss 5 on floor, and described Vierendeel girder 2 cross sections can be one or more in channel-section steel, H shaped steel, C shaped steel or rectangle steel, and the middle part of described Vierendeel girder 2 is welded with the stiffener 1 that improves strength and stiffness.
As shown in Figure 1, the two ends of Vierendeel girder 2 are also provided with junction plate 3, junction plate 3 has the connecting hole of generalization modulus, can connect various frame columns, floor group can be installed on various frame columns by Vierendeel girder 2 quickly and easily, greatly reduce construction and installation engineering quantity, saved material, improved speed of application.
Above embodiment is to explanation of the present utility model, and non-limiting, and more than just part is given an example.Should be noted that, concerning the technician of the industry, simple transformation and the improvement carried out according to basic principle of the present utility model and structure, include within protection domain of the present utility model.

Claims (7)

1. a steel work floor group, is characterized in that: it is connected and composed by polylith floor, and described floor is combined by girder truss and floor plate.
2. a kind of steel work floor group according to claim 1, is characterized in that: described floor group has the connecting hole of generalization modulus, can be common to one or more positions of building, can connect by 90-degree rotation.
3. a kind of steel work floor group according to claim 1 and 2, is characterized in that: described floor group is provided with Vierendeel girder, and described Vierendeel girder is positioned at 4 sides, 3 sides, 2 sides or one-sided of floor group.
4. a kind of steel work floor group according to claim 3, is characterized in that: the girder truss on described Vierendeel girder and floor welds or is bolted together.
5. a kind of steel work floor group according to claim 4, is characterized in that: described Vierendeel girder cross section is one or more in grooved, H type, C type or square type.
6. a kind of steel work floor group according to claim 5, is characterized in that: described Vierendeel girder is provided with the stiffener that improves strength and stiffness.
7. a kind of steel work floor group according to claim 5, is characterized in that: described Vierendeel girder is provided with junction plate, and junction plate has the connecting hole of generalization modulus, can connect various frame columns.
CN201320823508.2U 2013-12-16 2013-12-16 Steel-structure floor slab group Active CN203701386U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320823508.2U CN203701386U (en) 2013-12-16 2013-12-16 Steel-structure floor slab group

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320823508.2U CN203701386U (en) 2013-12-16 2013-12-16 Steel-structure floor slab group

Publications (1)

Publication Number Publication Date
CN203701386U true CN203701386U (en) 2014-07-09

Family

ID=51051842

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320823508.2U Active CN203701386U (en) 2013-12-16 2013-12-16 Steel-structure floor slab group

Country Status (1)

Country Link
CN (1) CN203701386U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104120828A (en) * 2014-07-13 2014-10-29 张跃 A joist
CN106193402A (en) * 2016-06-28 2016-12-07 中天建设集团浙江钢构有限公司 Girder truss integrated form flooring module and installation method thereof
CN109322433A (en) * 2018-11-06 2019-02-12 辽宁福瑞达建筑科技有限公司 Lightweight steel construction floor connect engineering method with floor node

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104120828A (en) * 2014-07-13 2014-10-29 张跃 A joist
CN106193402A (en) * 2016-06-28 2016-12-07 中天建设集团浙江钢构有限公司 Girder truss integrated form flooring module and installation method thereof
CN106193402B (en) * 2016-06-28 2019-03-26 中天建设集团浙江钢构有限公司 Girder truss integrated form flooring module and its installation method
CN109322433A (en) * 2018-11-06 2019-02-12 辽宁福瑞达建筑科技有限公司 Lightweight steel construction floor connect engineering method with floor node

Similar Documents

Publication Publication Date Title
CN102535682B (en) Replaceable connecting joint for wallboard components of precast concrete shear wall structures
CN203334425U (en) Steel structure unit and steel structure system
CN203701386U (en) Steel-structure floor slab group
CN203514533U (en) Inner partition plate-outer partition plate square concrete filled steel tubular column and steel beam cross-shaped joint structure
CN208965708U (en) Steel structure system and house
CN103276832A (en) Hollow irregular column multi-layer high-rise assembling steel frame-steel plate shear wall system
CN103485463A (en) Floor of steel structure
CN103669574A (en) Building frame system and assembly method thereof
CN202430876U (en) Floor system with structure of steel and concrete precast slabs
CN203866966U (en) Novel assembly type frame core tube steel structure residential housing system
CN203514531U (en) Square steel tube concrete column and steel beam node connecting structure with internal diaphragms
CN105133731A (en) Fabricated steel and concrete combination structure
CN103290922B (en) A kind of industrialization assembling post through beam steel flanged beam steel structure frame system
CN103850349A (en) Frame-steel pipe bundle combined structure system for industrial residential building
CN203856069U (en) High-rise building steel structure
CN208088564U (en) A kind of box compound shear wall of triangle steel
CN105113709A (en) Novel wallboard convenient to install
CN206467789U (en) A kind of light steel wall and steel column magnetic connecting structure
CN205894370U (en) Steel framework composition steel sheet shear wall structure system in steel construction house
CN201883607U (en) Steel structural beam
CN103967149A (en) Self-resetting line-shaped center supporting system for industrialized assembly type multistory and high-rise steel structures
CN103967116A (en) Self-resetting line-shaped herringbone supporting system for industrialized assembly type multistory and high-rise steel structures
CN103122658A (en) Industrial fabricated multi-story steel frame structure and construction method thereof
CN204139414U (en) Composite plate trussed construction unit and structure thereof
CN204081090U (en) The node component of a kind of U-shaped steel-concrete combination beam and special-shaped steel pipe concrete post

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
LICC Enforcement, change and cancellation of record of contracts on the licence for exploitation of a patent or utility model
EE01 Entry into force of recordation of patent licensing contract

Assignee: Broad Sustainable Building Co., Ltd.

Assignor: Zhang Yue

Contract record no.: 2015430000053

Denomination of utility model: Steel-structure floor slab group

Granted publication date: 20140709

License type: Exclusive License

Record date: 20150525