CN205421723U - Empty stomach formula hexagonal steel bar subassembly - Google Patents
Empty stomach formula hexagonal steel bar subassembly Download PDFInfo
- Publication number
- CN205421723U CN205421723U CN201521088392.8U CN201521088392U CN205421723U CN 205421723 U CN205421723 U CN 205421723U CN 201521088392 U CN201521088392 U CN 201521088392U CN 205421723 U CN205421723 U CN 205421723U
- Authority
- CN
- China
- Prior art keywords
- stirrup
- empty stomach
- body frame
- steel bar
- building
- 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.)
- Expired - Fee Related
Links
Abstract
The utility model discloses an empty stomach formula hexagonal steel bar subassembly belongs to steel reinforcing structure fields such as building roof beam, building post, and its structure is: become by the empty stomach nest of tubes of square stirrup body frame and hexagon, all be provided with the stirrup angle hole of hexagon in four apex angles departments of stirrup body frame, on an empty stomach the pipe can just hold in the stirrup angle downtheholely. The utility model discloses reduce material consumption, alleviateed the whole weight of building, also strengthened the whole security of building, still improved production efficiency, reached resources are saved and reduction in production cost's purpose.
Description
Technical field
This utility model relates to the bar construction field such as building girder, building post, particularly to a kind of open web type hexagonal steel bar assembly.
Background technology
Traditional structural column, structural beams, structural slab all use solid circles reinforcing bar as structural material.Owing to the cross section of main reinforcement, stirrup is all circular, circular and circular combined crosswise is point cantact, so the intensity of traditional structure post, structural beams, structural slab is poor, add the improving bud grafting using intensity extremely low between main reinforcement and stirrup to be fixed, concrete-bar component is caused to be formed without a complete mechanical structure so that concrete-bar component could not give play to the mechanical function in its structure effectively.Finally, structural column, structural beams, the stress major part of structural slab are all distributed to inserts.Owing to inserts is the purest, cut cut impulsive force time, main reinforcement deforms, the broken essence of inserts extruding, thus reduces reliability and the safety of whole building.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of open web type hexagonal steel bar assembly, and structural beams, structural column and structural slab etc. use hexagon pipe on an empty stomach, and stirrup body frame is punching of the steel plate molding, for modular construction.
For solving above-mentioned technical problem, the technical solution adopted in the utility model is:
A kind of open web type hexagonal steel bar assembly, is made up of square stirrup body frame and hexagonal empty stomach pipe, is both provided with hexagonal stirrup corner apertures at four drift angles of stirrup body frame, and described empty stomach pipe can just be contained in stirrup corner apertures.
Further, it is further fixed on hexagonal stirrup centre bore at described stirrup body frame center, is used for accommodating pipe on an empty stomach.
Further, described stirrup centre bore is more than stirrup corner apertures.
Further, the profile of described stirrup body frame is square.
Compared with prior art, the beneficial effects of the utility model are: stirrup body frame is modularization assembling with pipe on an empty stomach, instead of tradition colligation and assemble, and they constitute an overall bar construction；Hexagon pipe on an empty stomach combines with modular stirrup body frame, increases mechanical strength；Hexagon pipe on an empty stomach and modular stirrup body frame use unit assembling mode so that stirrup body frame forms a firm steel construction assembly with pipe on an empty stomach；Owing to version changes so that the distribution of power is more scientific and reasonable, and structural strength is greatly enhanced.
Accompanying drawing explanation
Fig. 1 is the muscle hoop main frame structure schematic diagram of this utility model open web type hexagonal steel bar assembly.
Fig. 2 is this utility model open web type hexagonal steel bar assembly using effect schematic diagram.
In figure: 1-stirrup corner apertures；2-stirrup body frame；3-stirrup centre bore；4-pipe on an empty stomach.
Detailed description of the invention
With detailed description of the invention, this utility model is described in further detail below in conjunction with the accompanying drawings.The purpose of this utility model mainly for traditional architecture beam, building post, building panel concrete-bar component, the round building material structure that it uses is poor, the shortcomings such as structural strength is low, high material consumption and design.
A kind of open web type hexagonal steel bar assembly that this utility model provides, it is made up of square stirrup body frame 2 and hexagonal empty stomach pipe 4, being both provided with hexagonal stirrup corner apertures 1 at four drift angles of stirrup body frame 2, described empty stomach pipe 4 can just be contained in stirrup corner apertures 1.During use, empty stomach pipe 4 is inserted in stirrup corner apertures 1.
In order to make this concrete-bar component the most reliable and the most stable, as one optimization, it is further fixed on hexagonal stirrup centre bore 3 at described stirrup body frame 2 center, is used for accommodating pipe 4 on an empty stomach.Described empty stomach pipe 4 cross-sectional sizes is had nothing in common with each other, and adapts to stirrup corner apertures 1 and stirrup centre bore 3 respectively.In actual applications, described stirrup centre bore 3 can be set more than stirrup corner apertures 1.The profile of described stirrup body frame 2 is square, uses square _type layout, when constructing building structure, it is not necessary to consider the splicing orientation of stirrup body frame 2.
The concrete-bar component that this utility model is used can be used for structural column, structural beams, structural slab etc. in building and assembles, and substantially increases reliability and the safety of structural column, structural beams and structural slab.Described stirrup body frame 2 is modular construction, can use factory lines standardized production.Compared with tradition bar construction, this utility model reduces material consumption, alleviates building overall weight, enhances building overall security, improves production efficiency simultaneously, has reached to economize on resources and reduce the purpose of cost.
The open web type hexagonal steel bar assembly that this utility model provides can be according to the diametric requirements of the empty stomach pipe 4 designed by structural beams, structural column, structural slab, corresponding steel are selected to carry out stirrup body frame 2 machine-shaping, use stirrup positioning mode to carry out pipe 4 on an empty stomach to assemble, implement selectivity means of spot welds.
Claims (4)
1. an open web type hexagonal steel bar assembly, it is characterized in that, it is made up of square stirrup body frame (2) and hexagonal empty stomach pipe (4), being both provided with hexagonal stirrup corner apertures (1) at four drift angles of stirrup body frame (2), described empty stomach pipe (4) can just be contained in stirrup corner apertures (1).
2. a kind of open web type hexagonal steel bar assembly as claimed in claim 1, it is characterised in that be further fixed on hexagonal stirrup centre bore (3) at described stirrup body frame (2) center, be used for accommodating pipe (4) on an empty stomach.
3. a kind of open web type hexagonal steel bar assembly as claimed in claim 1, it is characterised in that described stirrup centre bore (3) is more than stirrup corner apertures (1).
4. a kind of open web type hexagonal steel bar assembly as described in any one of claims 1 to 3, it is characterised in that the profile of described stirrup body frame (2) is square.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521088392.8U CN205421723U (en) | 2015-12-23 | 2015-12-23 | Empty stomach formula hexagonal steel bar subassembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521088392.8U CN205421723U (en) | 2015-12-23 | 2015-12-23 | Empty stomach formula hexagonal steel bar subassembly |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205421723U true CN205421723U (en) | 2016-08-03 |
Family
ID=56539954
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521088392.8U Expired - Fee Related CN205421723U (en) | 2015-12-23 | 2015-12-23 | Empty stomach formula hexagonal steel bar subassembly |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205421723U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110528780A (en) * | 2019-09-18 | 2019-12-03 | 陕西建工第九建设集团有限公司 | A kind of room building bar supporting structure |
-
2015
- 2015-12-23 CN CN201521088392.8U patent/CN205421723U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110528780A (en) * | 2019-09-18 | 2019-12-03 | 陕西建工第九建设集团有限公司 | A kind of room building bar supporting structure |
| CN110528780B (en) * | 2019-09-18 | 2021-08-03 | 陕西建工第九建设集团有限公司 | Reinforcing bar support structure for house building |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| WO2012169746A2 (en) | Framework connecting device of prefabricated building structure | |
| CN106638958A (en) | Assembling type embedded beam-column joint structure | |
| CN103437425A (en) | Connecting joint of prefabricated hollow steel-reinforced concrete column and steel beam and construction method | |
| CN201395873Y (en) | Composite material or composite wood high-strength connection structure with intermediate-course beam column | |
| CN202658724U (en) | Full-bolt connecting node structure of H-shaped steel beam and H-shaped steel column | |
| CN201381555Y (en) | Interlayer beam-to-column connection structure made of composite materials or composite lumber | |
| CN205421723U (en) | Empty stomach formula hexagonal steel bar subassembly | |
| CN205088786U (en) | Large -span prestressing force dome structure | |
| CN110158808A (en) | A kind of assembled steel tube bank vertical node type of attachment of concrete | |
| CN201381554Y (en) | Large-span beam connecting structure made of composite materials or composite lumber | |
| CN205276698U (en) | Angle steel in system hole in concrete | |
| CN104234313A (en) | Four-limb steel column for connection of cellular connection plates | |
| CN211774598U (en) | Connecting piece for connecting steel structure and wall body of prefabricated building | |
| CN103526829A (en) | Connection assembly of square steel column and I-shaped steel beam | |
| CN202627190U (en) | Steel structure beam support | |
| CN204174837U (en) | Cellular steel web-compound section, concrete filled steel tube edge of a wing cross section column | |
| CN209941897U (en) | Quick-assembly type T-shaped steel concrete beam column connecting node | |
| CN205444702U (en) | Embedded beam column modularization stirrup | |
| CN203625899U (en) | Prestress square pile end plate | |
| CN207686067U (en) | A kind of board-like system scene fast joint structure of lightgage steel joist | |
| CN205712746U (en) | A kind of bar-mat reinforcement support member, bar-mat reinforcement and prefabricated section | |
| CN207314524U (en) | A kind of high performance concrete chain type combining structure | |
| CN205604259U (en) | A combination shaped steel supporting beam of truss -like | |
| CN2683744Y (en) | Small-sized quick-installed light steel structure house member | |
| CN104499578A (en) | Space free curved surface wooden reticulated shell assembly node of through bolt |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160803 Termination date: 20161223 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |